10.417 0.0000 0.00 Q . . . .
10.433 0.0000 0.00 Q . . . .
10.450 0.0000 0.00 Q . . . .
10.467 0.0000 0.00 Q . . . .
10.483 0.0000 0.00 Q . . . .
10.500 0.0000 0.00 Q . . . .
10.517 0.0000 0.00 Q . . . .
10.533 0.0000 0.00 Q . . . .
10.550 0.0000 0.00 Q . . . .
10.567 0.0000 0.00 Q . . . .
10.583 0.0000 0.00 Q . . . .
10.600 0.0000 0.00 Q . . . .
10.617 0.0000 0.00 Q . . . .
10.633 0.0000 0.00 Q . . . .
10.650 0.0000 0.00 Q . . . .
10.667 0.0000 0.00 Q . . . .
10.683 0.0000 0.00 Q . . . .
10.700 0.0000 0.00 Q . . . .
10.717 0.0000 0.00 Q . . . .
10.733 0.0000 0.00 Q . . . .
10.750 0.0000 0.00 Q . . . .
10.767 0.0000 0.00 Q . . . .
10.783 0.0000 0.00 Q . . . .
10.800 0.0000 0.00 Q . . . .
10.817 0.0000 0.00 Q . . . .
10.833 0.0000 0.00 Q . . . .
10.850 0.0000 0.00 Q . . . .
10.867 0.0000 0.00 Q . . . .
10.883 0.0000 0.00 Q . . . .
10.900 0.0000 0.00 Q . . . .
10.917 0.0000 0.00 Q . . . .
10.933 0.0000 0.00 Q . . . .
10.950 0.0000 0.00 Q . . . .
10.967 0.0000 0.00 Q . . . .
10.983 0.0000 0.00 Q . . . .
11.000 0.0000 0.00 Q . . . .
11.017 0.0000 0.00 Q . . . .
11.033 0.0000 0.00 Q . . . .
11.050 0.0000 0.00 Q . . . .
11.067 0.0000 0.00 Q . . . .
11.083 0.0000 0.00 Q . . . .
11.100 0.0000 0.00 Q . . . .
11.117 0.0000 0.00 Q . . . .
11.133 0.0000 0.00 Q . . . .
11.150 0.0000 0.00 Q . . . .
11.167 0.0000 0.00 Q . . . .
11.183 0.0000 0.00 Q . . . .
11.200 0.0000 0.00 Q . . . .
11.217 0.0000 0.00 Q . . . .
11.233 0.0000 0.00 Q . . . .
11.250 0.0000 0.00 Q . . . .
11.267 0.0000 0.00 Q . . . .
11.283 0.0000 0.00 Q . . . .
11.300 0.0000 0.00 Q . . . .
11.317 0.0000 0.00 Q . . . .
11.333 0.0000 0.00 Q . . . .
11.350 0.0000 0.00 Q . . . .
11.367 0.0000 0.00 Q . . . .
11.383 0.0000 0.00 Q . . . .
11.400 0.0000 0.00 Q . . . .
11.417 0.0000 0.00 Q . . . .
11.433 0.0000 0.00 Q . . . .
11.450 0.0000 0.00 Q . . . .
11.467 0.0000 0.00 Q . . . .
11.483 0.0000 0.00 Q . . . .
11.500 0.0000 0.00 Q . . . .
11.517 0.0000 0.00 Q . . . .
11.533 0.0000 0.00 Q . . . .
11.550 0.0000 0.00 Q . . . .
11.567 0.0000 0.00 Q . . . .
11.583 0.0000 0.00 Q . . . .
11.600 0.0000 0.00 Q . . . .
11.617 0.0000 0.00 Q . . . .
11.633 0.0000 0.00 Q . . . .
11.650 0.0000 0.00 Q . . . .
11.667 0.0000 0.00 Q . . . .
11.683 0.0000 0.00 Q . . . .
11.700 0.0000 0.00 Q . . . .
11.717 0.0000 0.00 Q . . . .
11.733 0.0000 0.00 Q . . . .
11.750 0.0000 0.00 Q . . . .
11.767 0.0000 0.00 Q . . . .
11.783 0.0000 0.00 Q . . . .
11.800 0.0000 0.00 Q . . . .
11.817 0.0000 0.00 Q . . . .
11.833 0.0000 0.00 Q . . . .
11.850 0.0000 0.00 Q . . . .
11.867 0.0000 0.00 Q . . . .
11.883 0.0000 0.00 Q . . . .
11.900 0.0000 0.00 Q . . . .
11.917 0.0000 0.00 Q . . . .
11.933 0.0000 0.00 Q . . . .
11.950 0.0000 0.00 Q . . . .
11.967 0.0000 0.00 Q . . . .
11.983 0.0000 0.00 Q . . . .
12.000 0.0000 0.00 Q . . . .
12.017 0.0000 0.02 Q . . . .
12.033 0.0001 0.05 Q . . . .
12.050 0.0002 0.08 Q . . . .
12.067 0.0003 0.11 Q . . . .
12.083 0.0005 0.14 Q . . . .
12.100 0.0007 0.16 Q . . . .
12.117 0.0010 0.16 Q . . . .
12.133 0.0012 0.16 Q . . . .
12.150 0.0014 0.16 Q . . . .
12.167 0.0016 0.16 Q . . . .
12.183 0.0018 0.16 Q . . . .
12.200 0.0020 0.16 Q . . . .
12.217 0.0023 0.16 Q . . . .
12.233 0.0025 0.16 Q . . . .
12.250 0.0027 0.16 Q . . . .
12.267 0.0029 0.16 Q . . . .
12.283 0.0031 0.16 Q . . . .
12.300 0.0034 0.16 Q . . . .
12.317 0.0036 0.16 Q . . . .
12.333 0.0038 0.16 Q . . . .
12.350 0.0040 0.16 Q . . . .
12.367 0.0042 0.16 Q . . . .
12.383 0.0045 0.16 Q . . . .
12.400 0.0047 0.16 Q . . . .
12.417 0.0049 0.16 Q . . . .
12.433 0.0051 0.16 Q . . . .
12.450 0.0054 0.16 Q . . . .
12.467 0.0056 0.16 Q . . . .
12.483 0.0058 0.16 Q . . . .
12.500 0.0060 0.16 Q . . . .
12.517 0.0063 0.16 Q . . . .
12.533 0.0065 0.17 Q . . . .
12.550 0.0067 0.17 Q . . . .
12.567 0.0069 0.17 Q . . . .
12.583 0.0072 0.17 Q . . . .
12.600 0.0074 0.17 Q . . . .
12.617 0.0076 0.17 Q . . . .
12.633 0.0079 0.17 Q . . . .
12.650 0.0081 0.17 Q . . . .
12.667 0.0083 0.17 Q . . . .
12.683 0.0086 0.17 Q . . . .
12.700 0.0088 0.17 Q . . . .
12.717 0.0090 0.17 Q . . . .
12.733 0.0093 0.17 Q . . . .
12.750 0.0095 0.17 Q . . . .
12.767 0.0097 0.17 Q . . . .
12.783 0.0100 0.17 Q . . . .
12.800 0.0102 0.17 QV . . . .
12.817 0.0104 0.17 QV . . . .
12.833 0.0107 0.17 QV . . . .
12.850 0.0109 0.17 QV . . . .
12.867 0.0112 0.17 QV . . . .
12.883 0.0114 0.17 QV . . . .
12.900 0.0116 0.18 QV . . . .
12.917 0.0119 0.18 QV . . . .
12.933 0.0121 0.18 QV . . . .
12.950 0.0124 0.18 QV . . . .
12.967 0.0126 0.18 QV . . . .
12.983 0.0129 0.18 QV . . . .
13.000 0.0131 0.18 QV . . . .
13.017 0.0134 0.18 QV . . . .
13.033 0.0136 0.18 QV . . . .
13.050 0.0139 0.18 QV . . . .
13.067 0.0141 0.18 QV . . . .
13.083 0.0144 0.18 QV . . . .
13.100 0.0146 0.18 QV . . . .
13.117 0.0149 0.18 QV . . . .
13.133 0.0151 0.18 QV . . . .
13.150 0.0154 0.18 QV . . . .
13.167 0.0156 0.18 QV . . . .
13.183 0.0159 0.18 QV . . . .
13.200 0.0161 0.18 QV . . . .
13.217 0.0164 0.19 QV . . . .
13.233 0.0166 0.19 QV . . . .
13.250 0.0169 0.19 QV . . . .
13.267 0.0171 0.19 QV . . . .
13.283 0.0174 0.19 QV . . . .
13.300 0.0177 0.19 QV . . . .
13.317 0.0179 0.19 QV . . . .
13.333 0.0182 0.19 QV . . . .
13.350 0.0185 0.19 QV . . . .
13.367 0.0187 0.19 QV . . . .
13.383 0.0190 0.19 QV . . . .
13.400 0.0192 0.19 QV . . . .
13.417 0.0195 0.19 QV . . . .
13.433 0.0198 0.19 QV . . . .
13.450 0.0200 0.19 QV . . . .
13.467 0.0203 0.20 Q V . . . .
13.483 0.0206 0.20 Q V . . . .
13.500 0.0209 0.20 Q V . . . .
13.517 0.0211 0.20 Q V . . . .
13.533 0.0214 0.20 Q V . . . .
13.550 0.0217 0.20 Q V . . . .
13.567 0.0219 0.20 Q V . . . .
13.583 0.0222 0.20 Q V . . . .
13.600 0.0225 0.20 Q V . . . .
13.617 0.0228 0.20 Q V . . . .
13.633 0.0231 0.20 Q V . . . .
13.650 0.0233 0.20 Q V . . . .
13.667 0.0236 0.20 Q V . . . .
13.683 0.0239 0.20 Q V . . . .
13.700 0.0242 0.21 Q V . . . .
13.717 0.0245 0.21 Q V . . . .
13.733 0.0248 0.21 Q V . . . .
13.750 0.0250 0.21 Q V . . . .
13.767 0.0253 0.21 Q V . . . .
13.783 0.0256 0.21 Q V . . . .
13.800 0.0259 0.21 Q V . . . .
13.817 0.0262 0.21 Q V . . . .
13.833 0.0265 0.21 Q V . . . .
13.850 0.0268 0.21 Q V . . . .
13.867 0.0271 0.21 Q V . . . .
13.883 0.0274 0.21 Q V . . . .
13.900 0.0277 0.22 Q V . . . .
13.917 0.0280 0.22 Q V . . . .
13.933 0.0283 0.22 Q V . . . .
13.950 0.0286 0.22 Q V . . . .
13.967 0.0289 0.22 Q V . . . .
13.983 0.0292 0.22 Q V . . . .
14.000 0.0295 0.22 Q V . . . .
14.017 0.0298 0.22 Q V . . . .
14.033 0.0301 0.23 Q V . . . .
14.050 0.0304 0.23 Q V . . . .
14.067 0.0307 0.23 Q V . . . .
14.083 0.0310 0.23 Q V . . . .
14.100 0.0314 0.24 Q V . . . .
14.117 0.0317 0.24 Q V . . . .
14.133 0.0320 0.24 Q V . . . .
14.150 0.0324 0.24 Q V . . . .
14.167 0.0327 0.24 Q V . . . .
14.183 0.0330 0.24 Q V . . . .
14.200 0.0333 0.24 Q V . . . .
14.217 0.0337 0.24 Q V . . . .
14.233 0.0340 0.24 Q V . . . .
14.250 0.0344 0.25 Q V . . . .
14.267 0.0347 0.25 Q V . . . .
14.283 0.0350 0.25 Q V . . . .
14.300 0.0354 0.25 Q V . . . .
14.317 0.0357 0.25 Q V . . . .
14.333 0.0361 0.25 Q V . . . .
14.350 0.0364 0.25 Q V . . . .
14.367 0.0368 0.25 Q V . . . .
14.383 0.0371 0.26 Q V . . . .
14.400 0.0375 0.26 Q V . . . .
14.417 0.0378 0.26 Q V . . . .
14.433 0.0382 0.26 Q V . . . .
14.450 0.0385 0.26 Q V . . . .
14.467 0.0389 0.26 Q V . . . .
14.483 0.0393 0.26 Q V . . . .
14.500 0.0396 0.26 Q V . . . .
14.517 0.0400 0.27 Q V . . . .
14.533 0.0404 0.27 Q V . . . .
14.550 0.0407 0.27 Q V . . . .
14.567 0.0411 0.27 Q V . . . .
14.583 0.0415 0.27 Q V . . . .
14.600 0.0419 0.28 Q V . . . .
14.617 0.0423 0.28 Q V . . . .
14.633 0.0426 0.28 Q V . . . .
14.650 0.0430 0.28 Q V . . . .
14.667 0.0434 0.28 Q V . . . .
14.683 0.0438 0.28 Q V . . . .
14.700 0.0442 0.28 Q V . . . .
14.717 0.0446 0.29 Q V . . . .
14.733 0.0450 0.29 Q V . . . .
14.750 0.0454 0.29 Q V . . . .
14.767 0.0458 0.29 Q V . . . .
14.783 0.0462 0.30 Q V . . . .
14.800 0.0466 0.30 Q V . . . .
14.817 0.0470 0.30 Q V . . . .
14.833 0.0474 0.30 Q V . . . .
14.850 0.0478 0.30 Q V . . . .
14.867 0.0483 0.30 Q V . . . .
14.883 0.0487 0.31 Q V . . . .
14.900 0.0491 0.31 Q V . . . .
14.917 0.0495 0.31 Q V . . . .
14.933 0.0500 0.32 Q V . . . .
14.950 0.0504 0.32 Q V . . . .
14.967 0.0509 0.32 Q V . . . .
14.983 0.0513 0.32 Q V . . . .
15.000 0.0517 0.32 Q V . . . .
15.017 0.0522 0.33 Q V . . . .
15.033 0.0526 0.33 Q V . . . .
15.050 0.0531 0.33 Q V . . . .
15.067 0.0536 0.34 Q V . . . .
15.083 0.0540 0.34 Q V . . . .
15.100 0.0545 0.34 Q V . . . .
15.117 0.0550 0.35 Q V . . . .
15.133 0.0555 0.35 Q V . . . .
15.150 0.0560 0.35 Q V . . . .
15.167 0.0564 0.35 Q V . . . .
15.183 0.0569 0.36 Q V . . . .
15.200 0.0574 0.36 Q V . . . .
15.217 0.0579 0.37 Q V . . . .
15.233 0.0584 0.37 Q V . . . .
15.250 0.0590 0.38 Q V . . . .
15.267 0.0595 0.38 Q V . . . .
15.283 0.0600 0.38 Q V . . . .
15.300 0.0605 0.39 Q V . . . .
15.317 0.0611 0.39 Q V . . . .
15.333 0.0616 0.39 Q V . . . .
15.350 0.0622 0.39 Q V . . . .
15.367 0.0627 0.39 Q V . . . .
15.383 0.0632 0.38 Q V . . . .
15.400 0.0637 0.38 Q V . . . .
15.417 0.0642 0.37 Q V . . . .
15.433 0.0647 0.37 Q V . . . .
15.450 0.0653 0.38 Q V . . . .
15.467 0.0658 0.38 Q V . . . .
15.483 0.0663 0.38 Q V . . . .
15.500 0.0668 0.39 Q V . . . .
15.517 0.0674 0.41 Q V . . . .
15.533 0.0680 0.45 Q V . . . .
15.550 0.0687 0.48 Q V . . . .
15.567 0.0694 0.52 Q V . . . .
15.583 0.0702 0.56 Q V . . . .
15.600 0.0710 0.60 Q V . . . .
15.617 0.0719 0.65 .Q V . . . .
15.633 0.0728 0.70 .Q V . . . .
15.650 0.0739 0.74 .Q V . . . .
15.667 0.0750 0.79 .Q V . . . .
15.683 0.0762 0.89 .Q V . . . .
15.700 0.0776 1.04 .Q V . . . .
15.717 0.0793 1.20 .Q V . . . .
15.733 0.0811 1.35 . Q V . . . .
15.750 0.0832 1.50 . Q V . . . .
15.767 0.0855 1.63 . Q V . . . .
15.783 0.0878 1.73 . Q V . . . .
15.800 0.0904 1.84 . Q V . . . .
15.817 0.0930 1.94 . Q V. . . .
15.833 0.0959 2.04 . Q V. . . .
15.850 0.0990 2.28 . Q V. . . .
15.867 0.1027 2.67 . Q V . . .
15.883 0.1069 3.05 . Q V . . .
15.900 0.1116 3.43 . Q .V . . .
15.917 0.1169 3.82 . Q .V . . .
15.933 0.1227 4.25 . Q . V . . .
15.950 0.1292 4.72 . Q . V . . .
15.967 0.1364 5.20 . Q . V . . .
15.983 0.1442 5.67 . Q. V . . .
16.000 0.1527 6.15 . Q V . . .
16.017 0.1639 8.16 . . Q V . . .
16.033 0.1800 11.71 . . V Q. . .
16.050 0.2010 15.26 . . V. Q . .
16.067 0.2270 18.81 . . . V .Q .
16.083 0.2602 24.14 . . . V . Q
16.100 0.2905 22.01 . . . V . Q .
16.117 0.3150 17.75 . . . Q.V .
16.133 0.3335 13.49 . . . Q . V .
16.150 0.3463 9.22 . . Q . . V .
16.167 0.3531 4.96 . Q . . . V .
16.183 0.3567 2.66 . Q . . . V .
16.200 0.3599 2.31 . Q . . . V .
16.217 0.3626 1.97 . Q . . . V .
16.233 0.3649 1.63 . Q . . . V .
16.250 0.3666 1.28 . Q . . . V .
16.267 0.3681 1.04 .Q . . . V .
16.283 0.3693 0.90 .Q . . . V .
16.300 0.3704 0.76 .Q . . . V .
16.317 0.3712 0.62 .Q . . . V .
16.333 0.3719 0.48 Q . . . V .
16.350 0.3725 0.41 Q . . . V .
16.367 0.3730 0.41 Q . . . V .
16.383 0.3736 0.41 Q . . . V .
16.400 0.3742 0.41 Q . . . V .
16.417 0.3747 0.41 Q . . . V .
16.433 0.3753 0.40 Q . . . V .
16.450 0.3758 0.40 Q . . . V .
16.467 0.3764 0.39 Q . . . V .
16.483 0.3769 0.38 Q . . . V .
16.500 0.3774 0.37 Q . . . V .
16.517 0.3779 0.36 Q . . . V .
16.533 0.3784 0.36 Q . . . V .
16.550 0.3789 0.35 Q . . . V .
16.567 0.3793 0.34 Q . . . V .
16.583 0.3798 0.34 Q . . . V .
16.600 0.3803 0.33 Q . . . V .
16.617 0.3807 0.33 Q . . . V .
16.633 0.3811 0.32 Q . . . V .
16.650 0.3816 0.31 Q . . . V .
16.667 0.3820 0.31 Q . . . V .
16.683 0.3824 0.31 Q . . . V .
16.700 0.3828 0.30 Q . . . V .
16.717 0.3832 0.30 Q . . . V .
16.733 0.3837 0.29 Q . . . V .
16.750 0.3840 0.29 Q . . . V .
16.767 0.3844 0.29 Q . . . V .
16.783 0.3848 0.28 Q . . . V .
16.800 0.3852 0.28 Q . . . V .
16.817 0.3856 0.27 Q . . . V .
16.833 0.3860 0.27 Q . . . V .
16.850 0.3863 0.27 Q . . . V .
16.867 0.3867 0.27 Q . . . V .
16.883 0.3871 0.26 Q . . . V .
16.900 0.3874 0.26 Q . . . V .
16.917 0.3878 0.26 Q . . . V .
16.933 0.3881 0.25 Q . . . V .
16.950 0.3885 0.25 Q . . . V .
16.967 0.3888 0.25 Q . . . V .
16.983 0.3892 0.25 Q . . . V .
17.000 0.3895 0.24 Q . . . V .
17.017 0.3898 0.24 Q . . . V .
17.033 0.3901 0.24 Q . . . V .
17.050 0.3905 0.23 Q . . . V .
17.067 0.3908 0.23 Q . . . V .
17.083 0.3911 0.23 Q . . . V .
17.100 0.3914 0.22 Q . . . V .
17.117 0.3917 0.22 Q . . . V .
17.133 0.3920 0.22 Q . . . V .
17.150 0.3923 0.22 Q . . . V .
17.167 0.3926 0.22 Q . . . V .
17.183 0.3929 0.21 Q . . . V .
17.200 0.3932 0.21 Q . . . V .
17.217 0.3935 0.21 Q . . . V .
17.233 0.3938 0.21 Q . . . V .
17.250 0.3941 0.21 Q . . . V .
17.267 0.3943 0.21 Q . . . V .
17.283 0.3946 0.20 Q . . . V .
17.300 0.3949 0.20 Q . . . V .
17.317 0.3952 0.20 Q . . . V .
17.333 0.3955 0.20 Q . . . V .
17.350 0.3957 0.20 Q . . . V.
17.367 0.3960 0.20 Q . . . V.
17.383 0.3963 0.20 Q . . . V.
17.400 0.3965 0.19 Q . . . V.
17.417 0.3968 0.19 Q . . . V.
17.433 0.3971 0.19 Q . . . V.
17.450 0.3973 0.19 Q . . . V.
17.467 0.3976 0.19 Q . . . V.
17.483 0.3978 0.19 Q . . . V.
17.500 0.3981 0.19 Q . . . V.
17.517 0.3984 0.19 Q . . . V.
17.533 0.3986 0.18 Q . . . V.
17.550 0.3989 0.18 Q . . . V.
17.567 0.3991 0.18 Q . . . V.
17.583 0.3994 0.18 Q . . . V.
17.600 0.3996 0.18 Q . . . V.
17.617 0.3998 0.18 Q . . . V.
17.633 0.4001 0.18 Q . . . V.
17.650 0.4003 0.18 Q . . . V.
17.667 0.4006 0.18 Q . . . V.
17.683 0.4008 0.17 Q . . . V.
17.700 0.4011 0.17 Q . . . V.
17.717 0.4013 0.17 Q . . . V.
17.733 0.4015 0.17 Q . . . V.
17.750 0.4018 0.17 Q . . . V.
17.767 0.4020 0.17 Q . . . V.
17.783 0.4022 0.17 Q . . . V.
17.800 0.4025 0.17 Q . . . V.
17.817 0.4027 0.17 Q . . . V.
17.833 0.4029 0.17 Q . . . V.
17.850 0.4031 0.17 Q . . . V.
17.867 0.4034 0.16 Q . . . V.
17.883 0.4036 0.16 Q . . . V.
17.900 0.4038 0.16 Q . . . V.
17.917 0.4040 0.16 Q . . . V.
17.933 0.4043 0.16 Q . . . V.
17.950 0.4045 0.16 Q . . . V.
17.967 0.4047 0.16 Q . . . V.
17.983 0.4049 0.16 Q . . . V.
18.000 0.4051 0.16 Q . . . V.
18.017 0.4053 0.14 Q . . . V.
18.033 0.4055 0.11 Q . . . V.
18.050 0.4056 0.08 Q . . . V.
18.067 0.4057 0.05 Q . . . V.
18.083 0.4057 0.02 Q . . . V
18.100 0.4057 0.00 Q . . . V
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1086.0
10% 100.0
20% 65.0
30% 45.0
40% 35.0
50% 30.0
60% 25.0
70% 20.0
80% 10.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 335.00 IS CODE = 1.2 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< ============================================================================ (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #2)
RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90
TOTAL CATCHMENT AREA(ACRES) = 113.20
SOIL-LOSS RATE, Fm,(INCH/HR) = 0.215
LOW LOSS FRACTION = 0.857
TIME OF CONCENTRATION(MIN.) = 15.95
SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED:
RETURN FREQUENCY(YEARS) = 2
5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.19
30-MINUTE POINT RAINFALL VALUE(INCHES) = 0.40
1-HOUR POINT RAINFALL VALUE(INCHES) = 0.53
3-HOUR POINT RAINFALL VALUE(INCHES) = 0.89
6-HOUR POINT RAINFALL VALUE(INCHES) = 1.22
24-HOUR POINT RAINFALL VALUE(INCHES) = 2.05
---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 4.51
TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 14.82
----------------------------------------------------------------------------
============================================================================ 2 4 - H O U R S T O R M
R U N O F F H Y D R O G R A P H
============================================================================
HYDROGRAPH IN ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.
Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 24.0 48.0 72.0 96.0
----------------------------------------------------------------------------
0.017 0.0000 0.00 Q . . . .
0.033 0.0000 0.00 Q . . . .
0.050 0.0000 0.00 Q . . . .
0.067 0.0000 0.01 Q . . . .
0.083 0.0001 0.04 Q . . . .
0.100 0.0002 0.07 Q . . . .
0.117 0.0003 0.10 Q . . . .
0.133 0.0005 0.13 Q . . . .
0.150 0.0007 0.16 Q . . . .
0.167 0.0010 0.19 Q . . . .
0.183 0.0013 0.22 Q . . . .
0.200 0.0016 0.25 Q . . . .
0.217 0.0020 0.28 Q . . . .
0.233 0.0024 0.31 Q . . . .
0.250 0.0029 0.34 Q . . . .
0.267 0.0034 0.37 Q . . . .
0.283 0.0040 0.40 Q . . . .
0.300 0.0046 0.43 Q . . . .
0.317 0.0052 0.46 Q . . . .
0.333 0.0058 0.47 Q . . . .
0.350 0.0065 0.47 Q . . . .
0.367 0.0071 0.47 Q . . . .
0.383 0.0078 0.47 Q . . . .
0.400 0.0084 0.47 Q . . . .
0.417 0.0091 0.47 Q . . . .
0.433 0.0097 0.47 Q . . . .
0.450 0.0103 0.47 Q . . . .
0.467 0.0110 0.47 Q . . . .
0.483 0.0116 0.47 Q . . . .
0.500 0.0123 0.47 Q . . . .
0.517 0.0129 0.47 Q . . . .
0.533 0.0136 0.47 Q . . . .
0.550 0.0142 0.47 Q . . . .
0.567 0.0149 0.47 Q . . . .
0.583 0.0155 0.47 Q . . . .
0.600 0.0162 0.47 Q . . . .
0.617 0.0168 0.47 Q . . . .
0.633 0.0175 0.47 Q . . . .
0.650 0.0181 0.47 Q . . . .
0.667 0.0188 0.47 Q . . . .
0.683 0.0194 0.47 Q . . . .
0.700 0.0201 0.47 Q . . . .
0.717 0.0208 0.47 Q . . . .
0.733 0.0214 0.48 Q . . . .
0.750 0.0221 0.48 Q . . . .
0.767 0.0227 0.48 Q . . . .
0.783 0.0234 0.48 Q . . . .
0.800 0.0240 0.48 Q . . . .
0.817 0.0247 0.48 Q . . . .
0.833 0.0254 0.48 Q . . . .
0.850 0.0260 0.48 Q . . . .
0.867 0.0267 0.48 Q . . . .
0.883 0.0273 0.48 Q . . . .
0.900 0.0280 0.48 Q . . . .
0.917 0.0286 0.48 Q . . . .
0.933 0.0293 0.48 Q . . . .
0.950 0.0300 0.48 Q . . . .
0.967 0.0306 0.48 Q . . . .
0.983 0.0313 0.48 Q . . . .
1.000 0.0320 0.48 Q . . . .
1.017 0.0326 0.48 Q . . . .
1.033 0.0333 0.48 Q . . . .
1.050 0.0339 0.48 Q . . . .
1.067 0.0346 0.48 Q . . . .
1.083 0.0353 0.48 Q . . . .
1.100 0.0359 0.48 Q . . . .
1.117 0.0366 0.48 Q . . . .
1.133 0.0373 0.48 Q . . . .
1.150 0.0379 0.48 Q . . . .
1.167 0.0386 0.48 Q . . . .
1.183 0.0393 0.48 Q . . . .
1.200 0.0399 0.48 Q . . . .
1.217 0.0406 0.48 Q . . . .
1.233 0.0413 0.49 Q . . . .
1.250 0.0419 0.49 Q . . . .
1.267 0.0426 0.49 Q . . . .
1.283 0.0433 0.49 Q . . . .
1.300 0.0439 0.49 Q . . . .
1.317 0.0446 0.49 Q . . . .
1.333 0.0453 0.49 Q . . . .
1.350 0.0460 0.49 Q . . . .
1.367 0.0466 0.49 Q . . . .
1.383 0.0473 0.49 Q . . . .
1.400 0.0480 0.49 Q . . . .
1.417 0.0486 0.49 Q . . . .
1.433 0.0493 0.49 Q . . . .
1.450 0.0500 0.49 Q . . . .
1.467 0.0507 0.49 Q . . . .
1.483 0.0513 0.49 Q . . . .
1.500 0.0520 0.49 Q . . . .
1.517 0.0527 0.49 Q . . . .
1.533 0.0534 0.49 Q . . . .
1.550 0.0541 0.49 Q . . . .
1.567 0.0547 0.49 Q . . . .
1.583 0.0554 0.49 Q . . . .
1.600 0.0561 0.49 Q . . . .
1.617 0.0568 0.49 Q . . . .
1.633 0.0574 0.49 Q . . . .
1.650 0.0581 0.49 Q . . . .
1.667 0.0588 0.49 Q . . . .
1.683 0.0595 0.49 Q . . . .
1.700 0.0602 0.49 Q . . . .
1.717 0.0608 0.49 Q . . . .
1.733 0.0615 0.50 Q . . . .
1.750 0.0622 0.50 Q . . . .
1.767 0.0629 0.50 Q . . . .
1.783 0.0636 0.50 Q . . . .
1.800 0.0643 0.50 Q . . . .
1.817 0.0649 0.50 Q . . . .
1.833 0.0656 0.50 Q . . . .
1.850 0.0663 0.50 Q . . . .
1.867 0.0670 0.50 Q . . . .
1.883 0.0677 0.50 Q . . . .
1.900 0.0684 0.50 Q . . . .
1.917 0.0691 0.50 Q . . . .
1.933 0.0698 0.50 Q . . . .
1.950 0.0705 0.50 Q . . . .
1.967 0.0711 0.50 Q . . . .
1.983 0.0718 0.50 Q . . . .
2.000 0.0725 0.50 Q . . . .
2.017 0.0732 0.50 Q . . . .
2.033 0.0739 0.50 Q . . . .
2.050 0.0746 0.50 Q . . . .
2.067 0.0753 0.50 Q . . . .
2.083 0.0760 0.50 Q . . . .
2.100 0.0767 0.50 Q . . . .
2.117 0.0774 0.50 Q . . . .
2.133 0.0781 0.50 Q . . . .
2.150 0.0788 0.50 Q . . . .
2.167 0.0795 0.50 Q . . . .
2.183 0.0801 0.50 Q . . . .
2.200 0.0808 0.50 Q . . . .
2.217 0.0815 0.51 Q . . . .
2.233 0.0822 0.51 Q . . . .
2.250 0.0829 0.51 Q . . . .
2.267 0.0836 0.51 Q . . . .
2.283 0.0843 0.51 Q . . . .
2.300 0.0850 0.51 Q . . . .
2.317 0.0857 0.51 Q . . . .
2.333 0.0864 0.51 Q . . . .
2.350 0.0871 0.51 Q . . . .
2.367 0.0878 0.51 Q . . . .
2.383 0.0885 0.51 Q . . . .
2.400 0.0892 0.51 Q . . . .
2.417 0.0900 0.51 Q . . . .
2.433 0.0907 0.51 Q . . . .
2.450 0.0914 0.51 Q . . . .
2.467 0.0921 0.51 Q . . . .
2.483 0.0928 0.51 Q . . . .
2.500 0.0935 0.51 Q . . . .
2.517 0.0942 0.51 Q . . . .
2.533 0.0949 0.51 Q . . . .
2.550 0.0956 0.51 Q . . . .
2.567 0.0963 0.51 Q . . . .
2.583 0.0970 0.51 Q . . . .
2.600 0.0977 0.51 Q . . . .
2.617 0.0984 0.52 Q . . . .
2.633 0.0992 0.52 Q . . . .
2.650 0.0999 0.52 Q . . . .
2.667 0.1006 0.52 Q . . . .
2.683 0.1013 0.52 Q . . . .
2.700 0.1020 0.52 Q . . . .
2.717 0.1027 0.52 Q . . . .
2.733 0.1034 0.52 Q . . . .
2.750 0.1041 0.52 Q . . . .
2.767 0.1048 0.52 Q . . . .
2.783 0.1056 0.52 Q . . . .
2.800 0.1063 0.52 Q . . . .
2.817 0.1070 0.52 Q . . . .
2.833 0.1077 0.52 Q . . . .
2.850 0.1084 0.52 Q . . . .
2.867 0.1091 0.52 Q . . . .
2.883 0.1099 0.52 Q . . . .
2.900 0.1106 0.52 Q . . . .
2.917 0.1113 0.52 Q . . . .
2.933 0.1120 0.52 Q . . . .
2.950 0.1127 0.52 Q . . . .
2.967 0.1135 0.52 QV . . . .
2.983 0.1142 0.53 QV . . . .
3.000 0.1149 0.53 QV . . . .
3.017 0.1156 0.53 QV . . . .
3.033 0.1164 0.53 QV . . . .
3.050 0.1171 0.53 QV . . . .
3.067 0.1178 0.53 QV . . . .
3.083 0.1185 0.53 QV . . . .
3.100 0.1193 0.53 QV . . . .
3.117 0.1200 0.53 QV . . . .
3.133 0.1207 0.53 QV . . . .
3.150 0.1215 0.53 QV . . . .
3.167 0.1222 0.53 QV . . . .
3.183 0.1229 0.53 QV . . . .
3.200 0.1236 0.53 QV . . . .
3.217 0.1244 0.53 QV . . . .
3.233 0.1251 0.53 QV . . . .
3.250 0.1258 0.53 QV . . . .
3.267 0.1266 0.53 QV . . . .
3.283 0.1273 0.53 QV . . . .
3.300 0.1280 0.53 QV . . . .
3.317 0.1288 0.53 QV . . . .
3.333 0.1295 0.53 QV . . . .
3.350 0.1302 0.53 QV . . . .
3.367 0.1310 0.53 QV . . . .
3.383 0.1317 0.53 QV . . . .
3.400 0.1324 0.54 QV . . . .
3.417 0.1332 0.54 QV . . . .
3.433 0.1339 0.54 QV . . . .
3.450 0.1346 0.54 QV . . . .
3.467 0.1354 0.54 QV . . . .
3.483 0.1361 0.54 QV . . . .
3.500 0.1369 0.54 QV . . . .
3.517 0.1376 0.54 QV . . . .
3.533 0.1384 0.54 QV . . . .
3.550 0.1391 0.54 QV . . . .
3.567 0.1398 0.54 QV . . . .
3.583 0.1406 0.54 QV . . . .
3.600 0.1413 0.54 QV . . . .
3.617 0.1421 0.54 QV . . . .
3.633 0.1428 0.54 QV . . . .
3.650 0.1436 0.54 QV . . . .
3.667 0.1443 0.54 QV . . . .
3.683 0.1451 0.54 QV . . . .
3.700 0.1458 0.54 QV . . . .
3.717 0.1466 0.54 QV . . . .
3.733 0.1473 0.54 QV . . . .
3.750 0.1481 0.54 QV . . . .
3.767 0.1488 0.54 QV . . . .
3.783 0.1496 0.54 QV . . . .
3.800 0.1503 0.54 QV . . . .
3.817 0.1511 0.55 QV . . . .
3.833 0.1518 0.55 QV . . . .
3.850 0.1526 0.55 QV . . . .
3.867 0.1533 0.55 QV . . . .
3.883 0.1541 0.55 QV . . . .
3.900 0.1548 0.55 QV . . . .
3.917 0.1556 0.55 QV . . . .
3.933 0.1563 0.55 QV . . . .
3.950 0.1571 0.55 QV . . . .
3.967 0.1579 0.55 QV . . . .
3.983 0.1586 0.55 QV . . . .
4.000 0.1594 0.55 QV . . . .
4.017 0.1601 0.55 QV . . . .
4.033 0.1609 0.55 QV . . . .
4.050 0.1617 0.55 QV . . . .
4.067 0.1624 0.55 QV . . . .
4.083 0.1632 0.55 QV . . . .
4.100 0.1639 0.55 QV . . . .
4.117 0.1647 0.56 QV . . . .
4.133 0.1655 0.56 QV . . . .
4.150 0.1662 0.56 QV . . . .
4.167 0.1670 0.56 QV . . . .
4.183 0.1678 0.56 QV . . . .
4.200 0.1685 0.56 QV . . . .
4.217 0.1693 0.56 QV . . . .
4.233 0.1701 0.56 QV . . . .
4.250 0.1708 0.56 QV . . . .
4.267 0.1716 0.56 QV . . . .
4.283 0.1724 0.56 QV . . . .
4.300 0.1732 0.56 QV . . . .
4.317 0.1739 0.56 QV . . . .
4.333 0.1747 0.56 QV . . . .
4.350 0.1755 0.56 QV . . . .
4.367 0.1762 0.56 QV . . . .
4.383 0.1770 0.56 QV . . . .
4.400 0.1778 0.56 QV . . . .
4.417 0.1786 0.56 QV . . . .
4.433 0.1793 0.56 QV . . . .
4.450 0.1801 0.56 QV . . . .
4.467 0.1809 0.57 QV . . . .
4.483 0.1817 0.57 QV . . . .
4.500 0.1825 0.57 QV . . . .
4.517 0.1832 0.57 QV . . . .
4.533 0.1840 0.57 QV . . . .
4.550 0.1848 0.57 QV . . . .
4.567 0.1856 0.57 QV . . . .
4.583 0.1864 0.57 QV . . . .
4.600 0.1872 0.57 QV . . . .
4.617 0.1879 0.57 QV . . . .
4.633 0.1887 0.57 QV . . . .
4.650 0.1895 0.57 QV . . . .
4.667 0.1903 0.57 QV . . . .
4.683 0.1911 0.57 QV . . . .
4.700 0.1919 0.57 QV . . . .
4.717 0.1927 0.57 QV . . . .
4.733 0.1934 0.57 QV . . . .
4.750 0.1942 0.57 QV . . . .
4.767 0.1950 0.57 QV . . . .
4.783 0.1958 0.57 QV . . . .
4.800 0.1966 0.57 QV . . . .
4.817 0.1974 0.57 QV . . . .
4.833 0.1982 0.57 QV . . . .
4.850 0.1990 0.58 QV . . . .
4.867 0.1998 0.58 QV . . . .
4.883 0.2006 0.58 QV . . . .
4.900 0.2014 0.58 QV . . . .
4.917 0.2022 0.58 QV . . . .
4.933 0.2030 0.58 QV . . . .
4.950 0.2038 0.58 QV . . . .
4.967 0.2046 0.58 QV . . . .
4.983 0.2054 0.58 QV . . . .
5.000 0.2062 0.58 QV . . . .
5.017 0.2070 0.58 QV . . . .
5.033 0.2078 0.58 QV . . . .
5.050 0.2086 0.58 QV . . . .
5.067 0.2094 0.58 QV . . . .
5.083 0.2102 0.59 QV . . . .
5.100 0.2110 0.59 QV . . . .
5.117 0.2118 0.59 QV . . . .
5.133 0.2126 0.59 QV . . . .
5.150 0.2134 0.59 QV . . . .
5.167 0.2142 0.59 QV . . . .
5.183 0.2150 0.59 QV . . . .
5.200 0.2158 0.59 QV . . . .
5.217 0.2167 0.59 QV . . . .
5.233 0.2175 0.59 QV . . . .
5.250 0.2183 0.59 QV . . . .
5.267 0.2191 0.59 QV . . . .
5.283 0.2199 0.59 QV . . . .
5.300 0.2207 0.59 QV . . . .
5.317 0.2215 0.59 QV . . . .
5.333 0.2223 0.59 QV . . . .
5.350 0.2232 0.59 QV . . . .
5.367 0.2240 0.59 QV . . . .
5.383 0.2248 0.59 QV . . . .
5.400 0.2256 0.59 QV . . . .
5.417 0.2264 0.59 Q V . . . .
5.433 0.2272 0.60 Q V . . . .
5.450 0.2281 0.60 Q V . . . .
5.467 0.2289 0.60 Q V . . . .
5.483 0.2297 0.60 Q V . . . .
5.500 0.2305 0.60 Q V . . . .
5.517 0.2314 0.60 Q V . . . .
5.533 0.2322 0.60 Q V . . . .
5.550 0.2330 0.60 Q V . . . .
5.567 0.2338 0.60 Q V . . . .
5.583 0.2347 0.60 Q V . . . .
5.600 0.2355 0.60 Q V . . . .
5.617 0.2363 0.60 Q V . . . .
5.633 0.2372 0.60 Q V . . . .
5.650 0.2380 0.60 Q V . . . .
5.667 0.2388 0.61 Q V . . . .
5.683 0.2397 0.61 Q V . . . .
5.700 0.2405 0.61 Q V . . . .
5.717 0.2413 0.61 Q V . . . .
5.733 0.2422 0.61 Q V . . . .
5.750 0.2430 0.61 Q V . . . .
5.767 0.2439 0.61 Q V . . . .
5.783 0.2447 0.61 Q V . . . .
5.800 0.2455 0.61 Q V . . . .
5.817 0.2464 0.61 Q V . . . .
5.833 0.2472 0.61 Q V . . . .
5.850 0.2480 0.61 Q V . . . .
5.867 0.2489 0.61 Q V . . . .
5.883 0.2497 0.61 Q V . . . .
5.900 0.2506 0.61 Q V . . . .
5.917 0.2514 0.61 Q V . . . .
5.933 0.2523 0.61 Q V . . . .
5.950 0.2531 0.61 Q V . . . .
5.967 0.2539 0.61 Q V . . . .
5.983 0.2548 0.62 Q V . . . .
6.000 0.2556 0.62 Q V . . . .
6.017 0.2565 0.62 Q V . . . .
6.033 0.2573 0.62 Q V . . . .
6.050 0.2582 0.62 Q V . . . .
6.067 0.2590 0.62 Q V . . . .
6.083 0.2599 0.62 Q V . . . .
6.100 0.2608 0.62 Q V . . . .
6.117 0.2616 0.62 Q V . . . .
6.133 0.2625 0.62 Q V . . . .
6.150 0.2633 0.62 Q V . . . .
6.167 0.2642 0.62 Q V . . . .
6.183 0.2650 0.62 Q V . . . .
6.200 0.2659 0.63 Q V . . . .
6.217 0.2668 0.63 Q V . . . .
6.233 0.2676 0.63 Q V . . . .
6.250 0.2685 0.63 Q V . . . .
6.267 0.2694 0.63 Q V . . . .
6.283 0.2702 0.63 Q V . . . .
6.300 0.2711 0.63 Q V . . . .
6.317 0.2720 0.63 Q V . . . .
6.333 0.2728 0.63 Q V . . . .
6.350 0.2737 0.63 Q V . . . .
6.367 0.2746 0.63 Q V . . . .
6.383 0.2754 0.63 Q V . . . .
6.400 0.2763 0.63 Q V . . . .
6.417 0.2772 0.63 Q V . . . .
6.433 0.2780 0.63 Q V . . . .
6.450 0.2789 0.63 Q V . . . .
6.467 0.2798 0.63 Q V . . . .
6.483 0.2806 0.63 Q V . . . .
6.500 0.2815 0.64 Q V . . . .
6.517 0.2824 0.64 Q V . . . .
6.533 0.2833 0.64 Q V . . . .
6.550 0.2842 0.64 Q V . . . .
6.567 0.2850 0.64 Q V . . . .
6.583 0.2859 0.64 Q V . . . .
6.600 0.2868 0.64 Q V . . . .
6.617 0.2877 0.64 Q V . . . .
6.633 0.2886 0.64 Q V . . . .
6.650 0.2895 0.64 Q V . . . .
6.667 0.2903 0.64 Q V . . . .
6.683 0.2912 0.65 Q V . . . .
6.700 0.2921 0.65 Q V . . . .
6.717 0.2930 0.65 Q V . . . .
6.733 0.2939 0.65 Q V . . . .
6.750 0.2948 0.65 Q V . . . .
6.767 0.2957 0.65 Q V . . . .
6.783 0.2966 0.65 Q V . . . .
6.800 0.2975 0.65 Q V . . . .
6.817 0.2984 0.65 Q V . . . .
6.833 0.2993 0.65 Q V . . . .
6.850 0.3002 0.65 Q V . . . .
6.867 0.3011 0.65 Q V . . . .
6.883 0.3020 0.65 Q V . . . .
6.900 0.3029 0.65 Q V . . . .
6.917 0.3038 0.65 Q V . . . .
6.933 0.3047 0.65 Q V . . . .
6.950 0.3056 0.65 Q V . . . .
6.967 0.3065 0.65 Q V . . . .
6.983 0.3074 0.65 Q V . . . .
7.000 0.3083 0.66 Q V . . . .
7.017 0.3092 0.66 Q V . . . .
7.033 0.3101 0.66 Q V . . . .
7.050 0.3110 0.66 Q V . . . .
7.067 0.3119 0.66 Q V . . . .
7.083 0.3128 0.66 Q V . . . .
7.100 0.3137 0.66 Q V . . . .
7.117 0.3146 0.66 Q V . . . .
7.133 0.3155 0.66 Q V . . . .
7.150 0.3164 0.66 Q V . . . .
7.167 0.3174 0.67 Q V . . . .
7.183 0.3183 0.67 Q V . . . .
7.200 0.3192 0.67 Q V . . . .
7.217 0.3201 0.67 Q V . . . .
7.233 0.3210 0.67 Q V . . . .
7.250 0.3220 0.67 Q V . . . .
7.267 0.3229 0.67 Q V . . . .
7.283 0.3238 0.67 Q V . . . .
7.300 0.3247 0.67 Q V . . . .
7.317 0.3257 0.67 Q V . . . .
7.333 0.3266 0.67 Q V . . . .
7.350 0.3275 0.67 Q V . . . .
7.367 0.3285 0.67 Q V . . . .
7.383 0.3294 0.67 Q V . . . .
7.400 0.3303 0.68 Q V . . . .
7.417 0.3312 0.68 Q V . . . .
7.433 0.3322 0.68 Q V . . . .
7.450 0.3331 0.68 Q V . . . .
7.467 0.3340 0.68 Q V . . . .
7.483 0.3350 0.68 Q V . . . .
7.500 0.3359 0.68 Q V . . . .
7.517 0.3369 0.68 Q V . . . .
7.533 0.3378 0.68 Q V . . . .
7.550 0.3387 0.68 Q V . . . .
7.567 0.3397 0.68 Q V . . . .
7.583 0.3406 0.68 Q V . . . .
7.600 0.3416 0.69 Q V . . . .
7.617 0.3425 0.69 Q V . . . .
7.633 0.3434 0.69 Q V . . . .
7.650 0.3444 0.69 Q V . . . .
7.667 0.3453 0.69 Q V . . . .
7.683 0.3463 0.69 Q V . . . .
7.700 0.3472 0.69 Q V . . . .
7.717 0.3482 0.69 Q V . . . .
7.733 0.3492 0.69 Q V . . . .
7.750 0.3501 0.70 Q V . . . .
7.767 0.3511 0.70 Q V . . . .
7.783 0.3520 0.70 Q V . . . .
7.800 0.3530 0.70 Q V . . . .
7.817 0.3540 0.70 Q V . . . .
7.833 0.3549 0.70 Q V . . . .
7.850 0.3559 0.70 Q V . . . .
7.867 0.3568 0.70 Q V . . . .
7.883 0.3578 0.70 Q V . . . .
7.900 0.3588 0.70 Q V . . . .
7.917 0.3597 0.70 Q V . . . .
7.933 0.3607 0.70 Q V . . . .
7.950 0.3617 0.70 Q V . . . .
7.967 0.3626 0.70 Q V . . . .
7.983 0.3636 0.70 Q V . . . .
8.000 0.3646 0.70 Q V . . . .
8.017 0.3656 0.71 Q V . . . .
8.033 0.3665 0.71 Q V . . . .
8.050 0.3675 0.71 Q V . . . .
8.067 0.3685 0.71 Q V . . . .
8.083 0.3695 0.71 Q V . . . .
8.100 0.3704 0.71 Q V . . . .
8.117 0.3714 0.71 Q V . . . .
8.133 0.3724 0.71 Q V . . . .
8.150 0.3734 0.71 Q V . . . .
8.167 0.3744 0.72 Q V . . . .
8.183 0.3754 0.72 Q V . . . .
8.200 0.3763 0.72 Q V . . . .
8.217 0.3773 0.72 Q V . . . .
8.233 0.3783 0.72 Q V . . . .
8.250 0.3793 0.72 Q V . . . .
8.267 0.3803 0.72 Q V . . . .
8.283 0.3813 0.72 Q V . . . .
8.300 0.3823 0.73 Q V . . . .
8.317 0.3833 0.73 Q V . . . .
8.333 0.3843 0.73 Q V . . . .
8.350 0.3853 0.73 Q V . . . .
8.367 0.3863 0.73 Q V . . . .
8.383 0.3873 0.73 Q V . . . .
8.400 0.3883 0.73 Q V . . . .
8.417 0.3893 0.73 Q V . . . .
8.433 0.3903 0.73 Q V . . . .
8.450 0.3913 0.73 Q V . . . .
8.467 0.3923 0.73 Q V . . . .
8.483 0.3934 0.73 Q V . . . .
8.500 0.3944 0.73 Q V . . . .
8.517 0.3954 0.73 Q V . . . .
8.533 0.3964 0.73 Q V . . . .
8.550 0.3974 0.74 Q V . . . .
8.567 0.3984 0.74 Q V . . . .
8.583 0.3994 0.74 Q V . . . .
8.600 0.4004 0.74 Q V . . . .
8.617 0.4015 0.74 Q V . . . .
8.633 0.4025 0.74 Q V . . . .
8.650 0.4035 0.74 Q V . . . .
8.667 0.4045 0.74 Q V . . . .
8.683 0.4056 0.75 Q V . . . .
8.700 0.4066 0.75 Q V . . . .
8.717 0.4076 0.75 Q V . . . .
8.733 0.4087 0.75 Q V . . . .
8.750 0.4097 0.75 Q V . . . .
8.767 0.4107 0.75 Q V . . . .
8.783 0.4118 0.75 Q V . . . .
8.800 0.4128 0.76 Q V . . . .
8.817 0.4138 0.76 Q V . . . .
8.833 0.4149 0.76 Q V . . . .
8.850 0.4159 0.76 Q V . . . .
8.867 0.4170 0.76 Q V . . . .
8.883 0.4180 0.76 Q V . . . .
8.900 0.4191 0.76 Q V . . . .
8.917 0.4201 0.76 Q V . . . .
8.933 0.4212 0.76 Q V . . . .
8.950 0.4222 0.76 Q V . . . .
8.967 0.4233 0.76 Q V . . . .
8.983 0.4243 0.76 Q V . . . .
9.000 0.4254 0.77 Q V . . . .
9.017 0.4264 0.77 Q V . . . .
9.033 0.4275 0.77 Q V . . . .
9.050 0.4285 0.77 Q V . . . .
9.067 0.4296 0.77 Q V . . . .
9.083 0.4307 0.77 Q V . . . .
9.100 0.4317 0.77 Q V . . . .
9.117 0.4328 0.77 Q V . . . .
9.133 0.4339 0.77 Q V . . . .
9.150 0.4349 0.77 Q V . . . .
9.167 0.4360 0.78 Q V . . . .
9.183 0.4371 0.78 Q V . . . .
9.200 0.4381 0.78 Q V . . . .
9.217 0.4392 0.78 Q V . . . .
9.233 0.4403 0.78 Q V . . . .
9.250 0.4414 0.78 Q V . . . .
9.267 0.4424 0.79 Q V . . . .
9.283 0.4435 0.79 Q V . . . .
9.300 0.4446 0.79 Q V . . . .
9.317 0.4457 0.79 Q V . . . .
9.333 0.4468 0.79 Q V . . . .
9.350 0.4479 0.79 Q V . . . .
9.367 0.4490 0.79 Q V . . . .
9.383 0.4501 0.80 Q V . . . .
9.400 0.4512 0.80 Q V . . . .
9.417 0.4523 0.80 Q V . . . .
9.433 0.4534 0.80 Q V . . . .
9.450 0.4545 0.80 Q V . . . .
9.467 0.4556 0.80 Q V . . . .
9.483 0.4567 0.80 Q V . . . .
9.500 0.4578 0.80 Q V . . . .
9.517 0.4589 0.80 Q V . . . .
9.533 0.4600 0.80 Q V . . . .
9.550 0.4611 0.80 Q V . . . .
9.567 0.4622 0.80 Q V . . . .
9.583 0.4633 0.81 Q V . . . .
9.600 0.4644 0.81 Q V . . . .
9.617 0.4655 0.81 Q V . . . .
9.633 0.4666 0.81 Q V . . . .
9.650 0.4678 0.81 Q V . . . .
9.667 0.4689 0.81 Q V . . . .
9.683 0.4700 0.81 Q V . . . .
9.700 0.4711 0.81 Q V . . . .
9.717 0.4722 0.82 Q V . . . .
9.733 0.4734 0.82 Q V . . . .
9.750 0.4745 0.82 Q V . . . .
9.767 0.4756 0.82 Q V . . . .
9.783 0.4768 0.82 Q V . . . .
9.800 0.4779 0.83 Q V . . . .
9.817 0.4790 0.83 Q V . . . .
9.833 0.4802 0.83 Q V . . . .
9.850 0.4813 0.83 Q V . . . .
9.867 0.4825 0.83 Q V . . . .
9.883 0.4836 0.83 Q V . . . .
9.900 0.4848 0.84 Q V . . . .
9.917 0.4859 0.84 Q V . . . .
9.933 0.4871 0.84 Q V . . . .
9.950 0.4882 0.84 Q V . . . .
9.967 0.4894 0.84 Q V . . . .
9.983 0.4905 0.84 Q V . . . .
10.000 0.4917 0.84 Q V . . . .
10.017 0.4929 0.84 Q V . . . .
10.033 0.4940 0.84 Q V . . . .
10.050 0.4952 0.84 Q V . . . .
10.067 0.4964 0.85 Q V . . . .
10.083 0.4975 0.85 Q V . . . .
10.100 0.4987 0.85 Q V . . . .
10.117 0.4999 0.85 Q V . . . .
10.133 0.5010 0.85 Q V . . . .
10.150 0.5022 0.85 Q V . . . .
10.167 0.5034 0.85 Q V . . . .
10.183 0.5045 0.85 Q V . . . .
10.200 0.5057 0.86 Q V . . . .
10.217 0.5069 0.86 Q V . . . .
10.233 0.5081 0.86 Q V . . . .
10.250 0.5093 0.86 Q V . . . .
10.267 0.5105 0.86 Q V . . . .
10.283 0.5117 0.87 Q V . . . .
10.300 0.5128 0.87 Q V . . . .
10.317 0.5140 0.87 Q V . . . .
10.333 0.5152 0.87 Q V . . . .
10.350 0.5164 0.87 Q V . . . .
10.367 0.5177 0.88 Q V . . . .
10.383 0.5189 0.88 Q V . . . .
10.400 0.5201 0.88 Q V . . . .
10.417 0.5213 0.88 Q V . . . .
10.433 0.5225 0.88 Q V . . . .
10.450 0.5237 0.88 Q V . . . .
10.467 0.5249 0.89 Q V . . . .
10.483 0.5262 0.89 Q V . . . .
10.500 0.5274 0.89 Q V . . . .
10.517 0.5286 0.89 Q V . . . .
10.533 0.5298 0.89 Q V . . . .
10.550 0.5311 0.89 Q V . . . .
10.567 0.5323 0.89 Q V . . . .
10.583 0.5335 0.89 Q V . . . .
10.600 0.5348 0.89 Q V . . . .
10.617 0.5360 0.90 Q V . . . .
10.633 0.5372 0.90 Q V . . . .
10.650 0.5385 0.90 Q V . . . .
10.667 0.5397 0.90 Q V . . . .
10.683 0.5409 0.90 Q V . . . .
10.700 0.5422 0.90 Q V . . . .
10.717 0.5434 0.90 Q V . . . .
10.733 0.5447 0.91 Q V . . . .
10.750 0.5459 0.91 Q V . . . .
10.767 0.5472 0.91 Q V . . . .
10.783 0.5484 0.91 Q V . . . .
10.800 0.5497 0.92 Q V . . . .
10.817 0.5510 0.92 Q V . . . .
10.833 0.5522 0.92 Q V . . . .
10.850 0.5535 0.92 Q V . . . .
10.867 0.5548 0.93 Q V . . . .
10.883 0.5561 0.93 Q V . . . .
10.900 0.5573 0.93 Q V . . . .
10.917 0.5586 0.93 Q V . . . .
10.933 0.5599 0.93 Q V . . . .
10.950 0.5612 0.94 Q V . . . .
10.967 0.5625 0.94 Q V . . . .
10.983 0.5638 0.94 Q V . . . .
11.000 0.5651 0.94 Q V . . . .
11.017 0.5664 0.94 Q V . . . .
11.033 0.5677 0.94 Q V . . . .
11.050 0.5690 0.95 Q V . . . .
11.067 0.5703 0.95 Q V . . . .
11.083 0.5716 0.95 Q V . . . .
11.100 0.5729 0.95 Q V . . . .
11.117 0.5742 0.95 Q V . . . .
11.133 0.5755 0.95 Q V . . . .
11.150 0.5768 0.95 Q V . . . .
11.167 0.5781 0.95 Q V . . . .
11.183 0.5795 0.96 Q V . . . .
11.200 0.5808 0.96 Q V . . . .
11.217 0.5821 0.96 Q V . . . .
11.233 0.5834 0.96 Q V . . . .
11.250 0.5847 0.96 Q V . . . .
11.267 0.5861 0.97 Q V . . . .
11.283 0.5874 0.97 Q V . . . .
11.300 0.5887 0.97 Q V . . . .
11.317 0.5901 0.97 Q V . . . .
11.333 0.5914 0.98 Q V . . . .
11.350 0.5928 0.98 Q V . . . .
11.367 0.5941 0.98 Q V . . . .
11.383 0.5955 0.99 Q V . . . .
11.400 0.5969 0.99 Q V . . . .
11.417 0.5982 0.99 Q V . . . .
11.433 0.5996 0.99 Q V . . . .
11.450 0.6010 1.00 Q V . . . .
11.467 0.6023 1.00 Q V . . . .
11.483 0.6037 1.00 Q V . . . .
11.500 0.6051 1.00 Q V . . . .
11.517 0.6065 1.01 Q V . . . .
11.533 0.6079 1.01 Q V . . . .
11.550 0.6093 1.01 Q V . . . .
11.567 0.6107 1.01 Q V . . . .
11.583 0.6120 1.01 Q V . . . .
11.600 0.6134 1.01 Q V . . . .
11.617 0.6148 1.01 Q V . . . .
11.633 0.6162 1.02 Q V . . . .
11.650 0.6176 1.02 Q V . . . .
11.667 0.6190 1.02 Q V . . . .
11.683 0.6205 1.02 Q V . . . .
11.700 0.6219 1.02 Q V . . . .
11.717 0.6233 1.02 Q V . . . .
11.733 0.6247 1.03 Q V . . . .
11.750 0.6261 1.03 Q V . . . .
11.767 0.6275 1.03 Q V . . . .
11.783 0.6289 1.03 Q V . . . .
11.800 0.6304 1.04 Q V . . . .
11.817 0.6318 1.04 Q V . . . .
11.833 0.6332 1.04 Q V . . . .
11.850 0.6347 1.05 Q V . . . .
11.867 0.6361 1.05 Q V . . . .
11.883 0.6376 1.05 Q V . . . .
11.900 0.6390 1.06 Q V . . . .
11.917 0.6405 1.06 Q V . . . .
11.933 0.6420 1.06 Q V . . . .
11.950 0.6434 1.07 Q V . . . .
11.967 0.6449 1.07 Q V . . . .
11.983 0.6464 1.07 Q V . . . .
12.000 0.6479 1.08 Q V . . . .
12.017 0.6494 1.08 Q V . . . .
12.033 0.6509 1.09 Q V . . . .
12.050 0.6524 1.10 Q V . . . .
12.067 0.6539 1.11 Q V . . . .
12.083 0.6554 1.12 Q V . . . .
12.100 0.6570 1.13 Q V . . . .
12.117 0.6586 1.14 Q V . . . .
12.133 0.6602 1.15 Q V . . . .
12.150 0.6618 1.16 Q V . . . .
12.167 0.6634 1.17 Q V . . . .
12.183 0.6650 1.18 Q V . . . .
12.200 0.6667 1.19 Q V . . . .
12.217 0.6683 1.20 Q V . . . .
12.233 0.6700 1.21 Q V . . . .
12.250 0.6717 1.22 Q V . . . .
12.267 0.6734 1.24 Q V . . . .
12.283 0.6751 1.25 Q V . . . .
12.300 0.6768 1.26 Q V . . . .
12.317 0.6786 1.27 Q V . . . .
12.333 0.6803 1.28 Q V . . . .
12.350 0.6821 1.29 Q V . . . .
12.367 0.6839 1.30 Q V . . . .
12.383 0.6857 1.31 Q V . . . .
12.400 0.6875 1.32 Q V . . . .
12.417 0.6894 1.33 Q V . . . .
12.433 0.6912 1.34 Q V . . . .
12.450 0.6931 1.35 Q V . . . .
12.467 0.6949 1.36 Q V . . . .
12.483 0.6968 1.38 Q V . . . .
12.500 0.6988 1.39 Q V . . . .
12.517 0.7007 1.40 Q V . . . .
12.533 0.7026 1.41 Q V . . . .
12.550 0.7046 1.42 Q V . . . .
12.567 0.7065 1.42 Q V . . . .
12.583 0.7085 1.43 Q V . . . .
12.600 0.7105 1.43 Q V . . . .
12.617 0.7124 1.43 Q V . . . .
12.633 0.7144 1.43 Q V . . . .
12.650 0.7164 1.43 Q V . . . .
12.667 0.7184 1.44 Q V . . . .
12.683 0.7203 1.44 Q V . . . .
12.700 0.7223 1.44 Q V . . . .
12.717 0.7243 1.44 Q V . . . .
12.733 0.7263 1.45 Q V . . . .
12.750 0.7283 1.45 Q V . . . .
12.767 0.7303 1.45 Q V . . . .
12.783 0.7323 1.45 Q V . . . .
12.800 0.7343 1.46 Q V . . . .
12.817 0.7363 1.46 Q V . . . .
12.833 0.7383 1.46 Q V . . . .
12.850 0.7404 1.47 Q V . . . .
12.867 0.7424 1.48 Q V . . . .
12.883 0.7444 1.48 Q V . . . .
12.900 0.7465 1.49 Q V . . . .
12.917 0.7486 1.49 Q V . . . .
12.933 0.7506 1.50 Q V . . . .
12.950 0.7527 1.50 Q V . . . .
12.967 0.7548 1.51 Q V . . . .
12.983 0.7569 1.51 Q V . . . .
13.000 0.7589 1.52 Q V . . . .
13.017 0.7610 1.53 Q V . . . .
13.033 0.7632 1.53 Q V . . . .
13.050 0.7653 1.54 Q V . . . .
13.067 0.7674 1.54 Q V . . . .
13.083 0.7695 1.55 Q V . . . .
13.100 0.7717 1.55 Q V . . . .
13.117 0.7738 1.55 Q V . . . .
13.133 0.7760 1.56 Q V . . . .
13.150 0.7781 1.56 Q V . . . .
13.167 0.7803 1.56 Q V . . . .
13.183 0.7824 1.57 Q V . . . .
13.200 0.7846 1.57 Q V . . . .
13.217 0.7868 1.57 Q V . . . .
13.233 0.7889 1.58 Q V . . . .
13.250 0.7911 1.58 Q V . . . .
13.267 0.7933 1.58 Q V . . . .
13.283 0.7955 1.59 Q V . . . .
13.300 0.7977 1.59 Q V . . . .
13.317 0.7998 1.59 Q V . . . .
13.333 0.8020 1.60 Q V . . . .
13.350 0.8043 1.60 Q V . . . .
13.367 0.8065 1.61 Q V . . . .
13.383 0.8087 1.61 Q V . . . .
13.400 0.8109 1.62 Q V . . . .
13.417 0.8132 1.63 Q V . . . .
13.433 0.8154 1.64 Q V . . . .
13.450 0.8177 1.64 Q V . . . .
13.467 0.8200 1.65 Q V . . . .
13.483 0.8222 1.66 Q V . . . .
13.500 0.8245 1.66 Q V . . . .
13.517 0.8268 1.67 Q V . . . .
13.533 0.8291 1.68 Q V . . . .
13.550 0.8315 1.69 Q V . . . .
13.567 0.8338 1.69 Q V . . . .
13.583 0.8361 1.70 Q V . . . .
13.600 0.8385 1.71 Q V . . . .
13.617 0.8409 1.72 Q V . . . .
13.633 0.8432 1.72 Q V . . . .
13.650 0.8456 1.72 Q V . . . .
13.667 0.8480 1.73 Q V . . . .
13.683 0.8504 1.73 Q V . . . .
13.700 0.8528 1.74 Q V . . . .
13.717 0.8552 1.74 Q V . . . .
13.733 0.8576 1.75 Q V . . . .
13.750 0.8600 1.75 Q V . . . .
13.767 0.8624 1.75 Q V . . . .
13.783 0.8648 1.76 Q V . . . .
13.800 0.8672 1.76 Q V . . . .
13.817 0.8697 1.77 Q V . . . .
13.833 0.8721 1.77 Q V . . . .
13.850 0.8746 1.78 Q V . . . .
13.867 0.8770 1.78 Q V . . . .
13.883 0.8795 1.79 Q V . . . .
13.900 0.8820 1.80 Q V . . . .
13.917 0.8844 1.81 Q V . . . .
13.933 0.8870 1.82 Q V . . . .
13.950 0.8895 1.83 Q V . . . .
13.967 0.8920 1.84 Q V . . . .
13.983 0.8946 1.85 Q V . . . .
14.000 0.8971 1.87 Q V . . . .
14.017 0.8997 1.88 Q V . . . .
14.033 0.9023 1.89 Q V . . . .
14.050 0.9049 1.90 Q V . . . .
14.067 0.9076 1.91 Q V . . . .
14.083 0.9102 1.92 Q V . . . .
14.100 0.9129 1.93 Q V . . . .
14.117 0.9156 1.95 Q V . . . .
14.133 0.9183 1.96 Q V . . . .
14.150 0.9210 1.97 Q V . . . .
14.167 0.9237 1.98 Q V . . . .
14.183 0.9264 1.99 Q V . . . .
14.200 0.9292 2.00 Q V . . . .
14.217 0.9320 2.01 Q V . . . .
14.233 0.9347 2.02 Q V . . . .
14.250 0.9375 2.03 Q V . . . .
14.267 0.9403 2.04 Q V . . . .
14.283 0.9431 2.05 Q V . . . .
14.300 0.9460 2.05 Q V . . . .
14.317 0.9488 2.06 Q V . . . .
14.333 0.9517 2.07 Q V . . . .
14.350 0.9545 2.08 Q V . . . .
14.367 0.9574 2.09 Q V . . . .
14.383 0.9603 2.10 Q V . . . .
14.400 0.9632 2.11 Q V . . . .
14.417 0.9662 2.12 Q V . . . .
14.433 0.9691 2.14 Q V . . . .
14.450 0.9721 2.15 Q V . . . .
14.467 0.9751 2.17 Q V . . . .
14.483 0.9781 2.19 Q V . . . .
14.500 0.9811 2.20 Q V . . . .
14.517 0.9842 2.22 Q V . . . .
14.533 0.9872 2.23 Q V . . . .
14.550 0.9903 2.25 Q V . . . .
14.567 0.9934 2.26 Q V . . . .
14.583 0.9966 2.28 Q V . . . .
14.600 0.9997 2.30 Q V . . . .
14.617 1.0029 2.31 Q V . . . .
14.633 1.0061 2.33 Q V . . . .
14.650 1.0094 2.34 Q V . . . .
14.667 1.0126 2.36 Q V . . . .
14.683 1.0159 2.37 Q V. . . .
14.700 1.0191 2.38 Q V. . . .
14.717 1.0224 2.39 Q V. . . .
14.733 1.0258 2.40 .Q V. . . .
14.750 1.0291 2.41 .Q V. . . .
14.767 1.0324 2.42 .Q V. . . .
14.783 1.0358 2.43 .Q V. . . .
14.800 1.0391 2.44 .Q V. . . .
14.817 1.0425 2.45 .Q V. . . .
14.833 1.0459 2.46 .Q V. . . .
14.850 1.0493 2.47 .Q V. . . .
14.867 1.0527 2.48 .Q V. . . .
14.883 1.0562 2.49 .Q V. . . .
14.900 1.0596 2.50 .Q V. . . .
14.917 1.0631 2.51 .Q V. . . .
14.933 1.0666 2.52 .Q V. . . .
14.950 1.0701 2.54 .Q V. . . .
14.967 1.0736 2.57 .Q V. . . .
14.983 1.0772 2.60 .Q V. . . .
15.000 1.0808 2.63 .Q V. . . .
15.017 1.0844 2.65 .Q V. . . .
15.033 1.0881 2.68 .Q V. . . .
15.050 1.0919 2.71 .Q V. . . .
15.067 1.0957 2.74 .Q V. . . .
15.083 1.0995 2.77 .Q V. . . .
15.100 1.1033 2.80 .Q V. . . .
15.117 1.1072 2.82 .Q V. . . .
15.133 1.1111 2.85 .Q V. . . .
15.150 1.1151 2.88 .Q V. . . .
15.167 1.1191 2.91 .Q V. . . .
15.183 1.1232 2.94 .Q V. . . .
15.200 1.1272 2.97 .Q V. . . .
15.217 1.1314 2.99 .Q V . . .
15.233 1.1355 3.01 .Q V . . .
15.250 1.1397 3.03 .Q V . . .
15.267 1.1439 3.05 .Q V . . .
15.283 1.1481 3.08 .Q V . . .
15.300 1.1524 3.10 .Q V . . .
15.317 1.1567 3.12 .Q V . . .
15.333 1.1610 3.14 .Q V . . .
15.350 1.1654 3.16 .Q V . . .
15.367 1.1697 3.18 .Q V . . .
15.383 1.1742 3.20 .Q V . . .
15.400 1.1786 3.22 .Q V . . .
15.417 1.1831 3.24 .Q V . . .
15.433 1.1876 3.26 .Q V . . .
15.450 1.1921 3.29 .Q V . . .
15.467 1.1966 3.31 .Q V . . .
15.483 1.2013 3.39 .Q V . . .
15.500 1.2062 3.57 .Q V . . .
15.517 1.2114 3.76 .Q V . . .
15.533 1.2168 3.94 .Q V . . .
15.550 1.2225 4.12 .Q V . . .
15.567 1.2284 4.30 .Q V . . .
15.583 1.2346 4.48 .Q V . . .
15.600 1.2410 4.67 .Q V . . .
15.617 1.2477 4.85 . Q .V . . .
15.633 1.2546 5.03 . Q .V . . .
15.650 1.2618 5.21 . Q .V . . .
15.667 1.2692 5.39 . Q .V . . .
15.683 1.2769 5.57 . Q .V . . .
15.700 1.2849 5.76 . Q .V . . .
15.717 1.2930 5.94 . Q .V . . .
15.733 1.3015 6.12 . Q .V . . .
15.750 1.3105 6.53 . Q .V . . .
15.767 1.3204 7.23 . Q .V . . .
15.783 1.3313 7.93 . Q .V . . .
15.800 1.3432 8.63 . Q .V . . .
15.817 1.3561 9.33 . Q . V . . .
15.833 1.3699 10.02 . Q . V . . .
15.850 1.3847 10.72 . Q . V . . .
15.867 1.4004 11.42 . Q . V . . .
15.883 1.4171 12.12 . Q . V . . .
15.900 1.4347 12.82 . Q . V . . .
15.917 1.4534 13.52 . Q . V . . .
15.933 1.4729 14.21 . Q . V . . .
15.950 1.4935 14.91 . Q . V . . .
15.967 1.5150 15.61 . Q . V . . .
15.983 1.5374 16.31 . Q . V . . .
16.000 1.5609 17.01 . Q . V . . .
16.017 1.5882 19.82 . Q . V . . .
16.033 1.6223 24.75 . Q V . . .
16.050 1.6631 29.68 . . Q V . . .
16.067 1.7108 34.61 . . QV . . .
16.083 1.7653 39.55 . . VQ . . .
16.100 1.8265 44.48 . . V Q . . .
16.117 1.8946 49.41 . . V Q . .
16.133 1.9694 54.34 . . V . Q . .
16.150 2.0511 59.27 . . V . Q . .
16.167 2.1395 64.20 . . V . Q . .
16.183 2.2347 69.13 . . V. Q . .
16.200 2.3368 74.06 . . V Q .
16.217 2.4456 78.99 . . .V . Q .
16.233 2.5612 83.92 . . . V . Q .
16.250 2.6835 88.86 . . . V . Q .
16.267 2.8158 96.01 . . . V . Q
16.283 2.9436 92.81 . . . V . Q .
16.300 3.0635 87.01 . . . V . Q .
16.317 3.1753 81.20 . . . V . Q .
16.333 3.2792 75.39 . . . V.Q .
16.350 3.3750 69.59 . . . QV. .
16.367 3.4629 63.78 . . . Q V .
16.383 3.5427 57.98 . . . Q .V .
16.400 3.6146 52.17 . . .Q . V .
16.417 3.6785 46.37 . . Q. . V .
16.433 3.7343 40.56 . . Q . . V .
16.450 3.7822 34.75 . . Q . . V .
16.467 3.8221 28.95 . . Q . . V .
16.483 3.8539 23.14 . Q. . . V .
16.500 3.8778 17.34 . Q . . . V .
16.517 3.8937 11.53 . Q . . . V .
16.533 3.9016 5.75 . Q . . . V .
16.550 3.9063 3.38 .Q . . . V .
16.567 3.9109 3.34 .Q . . . V .
16.583 3.9154 3.29 .Q . . . V .
16.600 3.9199 3.25 .Q . . . V .
16.617 3.9243 3.21 .Q . . . V .
16.633 3.9287 3.17 .Q . . . V .
16.650 3.9330 3.13 .Q . . . V .
16.667 3.9372 3.08 .Q . . . V .
16.683 3.9414 3.04 .Q . . . V .
16.700 3.9456 3.00 .Q . . . V .
16.717 3.9496 2.96 .Q . . . V .
16.733 3.9536 2.91 .Q . . . V .
16.750 3.9576 2.87 .Q . . . V .
16.767 3.9615 2.83 .Q . . . V .
16.783 3.9653 2.79 .Q . . . V .
16.800 3.9691 2.75 .Q . . . V .
16.817 3.9729 2.71 .Q . . . V .
16.833 3.9765 2.68 .Q . . . V .
16.850 3.9802 2.65 .Q . . . V .
16.867 3.9838 2.62 .Q . . . V .
16.883 3.9874 2.59 .Q . . . V .
16.900 3.9909 2.56 .Q . . . V .
16.917 3.9944 2.52 .Q . . . V .
16.933 3.9978 2.49 .Q . . . V .
16.950 4.0012 2.46 .Q . . . V .
16.967 4.0045 2.43 .Q . . . V .
16.983 4.0078 2.40 Q . . . V .
17.000 4.0111 2.37 Q . . . V .
17.017 4.0143 2.34 Q . . . V .
17.033 4.0175 2.31 Q . . . V .
17.050 4.0206 2.27 Q . . . V .
17.067 4.0237 2.24 Q . . . V .
17.083 4.0268 2.22 Q . . . V .
17.100 4.0298 2.19 Q . . . V .
17.117 4.0328 2.17 Q . . . V .
17.133 4.0357 2.15 Q . . . V .
17.150 4.0387 2.12 Q . . . V .
17.167 4.0416 2.10 Q . . . V .
17.183 4.0444 2.08 Q . . . V .
17.200 4.0473 2.05 Q . . . V .
17.217 4.0501 2.03 Q . . . V .
17.233 4.0528 2.01 Q . . . V .
17.250 4.0555 1.98 Q . . . V .
17.267 4.0582 1.96 Q . . . V .
17.283 4.0609 1.94 Q . . . V .
17.300 4.0636 1.91 Q . . . V .
17.317 4.0662 1.89 Q . . . V .
17.333 4.0687 1.87 Q . . . V .
17.350 4.0713 1.85 Q . . . V .
17.367 4.0738 1.84 Q . . . V .
17.383 4.0763 1.82 Q . . . V .
17.400 4.0788 1.81 Q . . . V .
17.417 4.0813 1.80 Q . . . V .
17.433 4.0838 1.79 Q . . . V .
17.450 4.0862 1.77 Q . . . V .
17.467 4.0886 1.76 Q . . . V .
17.483 4.0910 1.75 Q . . . V .
17.500 4.0934 1.73 Q . . . V .
17.517 4.0958 1.72 Q . . . V .
17.533 4.0981 1.71 Q . . . V .
17.550 4.1005 1.70 Q . . . V .
17.567 4.1028 1.68 Q . . . V .
17.583 4.1051 1.67 Q . . . V .
17.600 4.1074 1.66 Q . . . V .
17.617 4.1096 1.65 Q . . . V .
17.633 4.1119 1.64 Q . . . V .
17.650 4.1141 1.63 Q . . . V .
17.667 4.1164 1.62 Q . . . V .
17.683 4.1186 1.61 Q . . . V .
17.700 4.1208 1.60 Q . . . V .
17.717 4.1230 1.59 Q . . . V .
17.733 4.1252 1.58 Q . . . V .
17.750 4.1273 1.57 Q . . . V .
17.767 4.1295 1.56 Q . . . V .
17.783 4.1316 1.55 Q . . . V .
17.800 4.1337 1.54 Q . . . V .
17.817 4.1358 1.53 Q . . . V .
17.833 4.1379 1.52 Q . . . V .
17.850 4.1400 1.51 Q . . . V .
17.867 4.1421 1.50 Q . . . V .
17.883 4.1442 1.50 Q . . . V .
17.900 4.1462 1.49 Q . . . V .
17.917 4.1482 1.48 Q . . . V .
17.933 4.1503 1.47 Q . . . V .
17.950 4.1523 1.47 Q . . . V .
17.967 4.1543 1.46 Q . . . V .
17.983 4.1563 1.45 Q . . . V .
18.000 4.1583 1.44 Q . . . V .
18.017 4.1603 1.44 Q . . . V .
18.033 4.1622 1.43 Q . . . V .
18.050 4.1642 1.42 Q . . . V .
18.067 4.1662 1.41 Q . . . V .
18.083 4.1681 1.41 Q . . . V .
18.100 4.1700 1.40 Q . . . V .
18.117 4.1719 1.39 Q . . . V .
18.133 4.1738 1.38 Q . . . V .
18.150 4.1757 1.37 Q . . . V .
18.167 4.1776 1.34 Q . . . V .
18.183 4.1794 1.32 Q . . . V .
18.200 4.1812 1.30 Q . . . V .
18.217 4.1830 1.28 Q . . . V .
18.233 4.1847 1.26 Q . . . V .
18.250 4.1864 1.24 Q . . . V .
18.267 4.1881 1.22 Q . . . V .
18.283 4.1897 1.20 Q . . . V .
18.300 4.1914 1.18 Q . . . V .
18.317 4.1930 1.16 Q . . . V .
18.333 4.1945 1.14 Q . . . V .
18.350 4.1961 1.12 Q . . . V .
18.367 4.1976 1.10 Q . . . V .
18.383 4.1991 1.08 Q . . . V .
18.400 4.2005 1.06 Q . . . V .
18.417 4.2020 1.05 Q . . . V .
18.433 4.2034 1.04 Q . . . V .
18.450 4.2048 1.04 Q . . . V .
18.467 4.2063 1.04 Q . . . V .
18.483 4.2077 1.03 Q . . . V .
18.500 4.2091 1.03 Q . . . V .
18.517 4.2105 1.02 Q . . . V .
18.533 4.2119 1.02 Q . . . V .
18.550 4.2133 1.01 Q . . . V .
18.567 4.2147 1.01 Q . . . V .
18.583 4.2161 1.00 Q . . . V .
18.600 4.2174 1.00 Q . . . V .
18.617 4.2188 0.99 Q . . . V .
18.633 4.2202 0.99 Q . . . V .
18.650 4.2215 0.98 Q . . . V .
18.667 4.2229 0.98 Q . . . V .
18.683 4.2242 0.98 Q . . . V .
18.700 4.2256 0.97 Q . . . V .
18.717 4.2269 0.97 Q . . . V .
18.733 4.2282 0.96 Q . . . V .
18.750 4.2295 0.96 Q . . . V .
18.767 4.2309 0.96 Q . . . V .
18.783 4.2322 0.95 Q . . . V .
18.800 4.2335 0.95 Q . . . V .
18.817 4.2348 0.95 Q . . . V .
18.833 4.2361 0.94 Q . . . V .
18.850 4.2374 0.94 Q . . . V .
18.867 4.2387 0.93 Q . . . V .
18.883 4.2399 0.93 Q . . . V .
18.900 4.2412 0.93 Q . . . V .
18.917 4.2425 0.92 Q . . . V .
18.933 4.2438 0.92 Q . . . V .
18.950 4.2450 0.92 Q . . . V .
18.967 4.2463 0.91 Q . . . V .
18.983 4.2475 0.91 Q . . . V .
19.000 4.2488 0.91 Q . . . V .
19.017 4.2500 0.90 Q . . . V .
19.033 4.2512 0.90 Q . . . V .
19.050 4.2525 0.90 Q . . . V .
19.067 4.2537 0.89 Q . . . V .
19.083 4.2549 0.89 Q . . . V .
19.100 4.2562 0.89 Q . . . V .
19.117 4.2574 0.88 Q . . . V .
19.133 4.2586 0.88 Q . . . V .
19.150 4.2598 0.88 Q . . . V .
19.167 4.2610 0.87 Q . . . V .
19.183 4.2622 0.87 Q . . . V .
19.200 4.2634 0.87 Q . . . V .
19.217 4.2646 0.86 Q . . . V .
19.233 4.2658 0.86 Q . . . V .
19.250 4.2669 0.86 Q . . . V .
19.267 4.2681 0.85 Q . . . V .
19.283 4.2693 0.85 Q . . . V .
19.300 4.2705 0.85 Q . . . V .
19.317 4.2716 0.85 Q . . . V .
19.333 4.2728 0.84 Q . . . V .
19.350 4.2739 0.84 Q . . . V .
19.367 4.2751 0.84 Q . . . V .
19.383 4.2762 0.83 Q . . . V .
19.400 4.2774 0.83 Q . . . V .
19.417 4.2785 0.83 Q . . . V .
19.433 4.2797 0.83 Q . . . V .
19.450 4.2808 0.82 Q . . . V .
19.467 4.2819 0.82 Q . . . V .
19.483 4.2831 0.82 Q . . . V .
19.500 4.2842 0.82 Q . . . V .
19.517 4.2853 0.81 Q . . . V .
19.533 4.2864 0.81 Q . . . V .
19.550 4.2875 0.81 Q . . . V .
19.567 4.2886 0.81 Q . . . V .
19.583 4.2897 0.80 Q . . . V .
19.600 4.2909 0.80 Q . . . V .
19.617 4.2920 0.80 Q . . . V .
19.633 4.2930 0.80 Q . . . V .
19.650 4.2941 0.79 Q . . . V .
19.667 4.2952 0.79 Q . . . V .
19.683 4.2963 0.79 Q . . . V .
19.700 4.2974 0.79 Q . . . V .
19.717 4.2985 0.78 Q . . . V .
19.733 4.2996 0.78 Q . . . V .
19.750 4.3006 0.78 Q . . . V .
19.767 4.3017 0.78 Q . . . V .
19.783 4.3028 0.77 Q . . . V .
19.800 4.3038 0.77 Q . . . V .
19.817 4.3049 0.77 Q . . . V .
19.833 4.3059 0.77 Q . . . V .
19.850 4.3070 0.77 Q . . . V .
19.867 4.3081 0.76 Q . . . V .
19.883 4.3091 0.76 Q . . . V .
19.900 4.3101 0.76 Q . . . V .
19.917 4.3112 0.76 Q . . . V .
19.933 4.3122 0.75 Q . . . V .
19.950 4.3133 0.75 Q . . . V .
19.967 4.3143 0.75 Q . . . V .
19.983 4.3153 0.75 Q . . . V .
20.000 4.3164 0.75 Q . . . V .
20.017 4.3174 0.74 Q . . . V .
20.033 4.3184 0.74 Q . . . V .
20.050 4.3194 0.74 Q . . . V .
20.067 4.3204 0.74 Q . . . V .
20.083 4.3215 0.74 Q . . . V .
20.100 4.3225 0.73 Q . . . V .
20.117 4.3235 0.73 Q . . . V .
20.133 4.3245 0.73 Q . . . V .
20.150 4.3255 0.73 Q . . . V .
20.167 4.3265 0.73 Q . . . V .
20.183 4.3275 0.72 Q . . . V .
20.200 4.3285 0.72 Q . . . V .
20.217 4.3295 0.72 Q . . . V .
20.233 4.3305 0.72 Q . . . V .
20.250 4.3314 0.72 Q . . . V .
20.267 4.3324 0.71 Q . . . V .
20.283 4.3334 0.71 Q . . . V .
20.300 4.3344 0.71 Q . . . V .
20.317 4.3354 0.71 Q . . . V .
20.333 4.3363 0.71 Q . . . V .
20.350 4.3373 0.71 Q . . . V .
20.367 4.3383 0.70 Q . . . V .
20.383 4.3393 0.70 Q . . . V .
20.400 4.3402 0.70 Q . . . V .
20.417 4.3412 0.70 Q . . . V .
20.433 4.3421 0.70 Q . . . V .
20.450 4.3431 0.70 Q . . . V .
20.467 4.3441 0.69 Q . . . V .
20.483 4.3450 0.69 Q . . . V .
20.500 4.3460 0.69 Q . . . V .
20.517 4.3469 0.69 Q . . . V .
20.533 4.3479 0.69 Q . . . V .
20.550 4.3488 0.69 Q . . . V .
20.567 4.3497 0.68 Q . . . V .
20.583 4.3507 0.68 Q . . . V .
20.600 4.3516 0.68 Q . . . V .
20.617 4.3525 0.68 Q . . . V .
20.633 4.3535 0.68 Q . . . V .
20.650 4.3544 0.68 Q . . . V .
20.667 4.3553 0.67 Q . . . V .
20.683 4.3563 0.67 Q . . . V .
20.700 4.3572 0.67 Q . . . V .
20.717 4.3581 0.67 Q . . . V .
20.733 4.3590 0.67 Q . . . V .
20.750 4.3599 0.67 Q . . . V .
20.767 4.3609 0.66 Q . . . V .
20.783 4.3618 0.66 Q . . . V .
20.800 4.3627 0.66 Q . . . V .
20.817 4.3636 0.66 Q . . . V .
20.833 4.3645 0.66 Q . . . V .
20.850 4.3654 0.66 Q . . . V .
20.867 4.3663 0.66 Q . . . V .
20.883 4.3672 0.65 Q . . . V .
20.900 4.3681 0.65 Q . . . V .
20.917 4.3690 0.65 Q . . . V .
20.933 4.3699 0.65 Q . . . V .
20.950 4.3708 0.65 Q . . . V .
20.967 4.3717 0.65 Q . . . V .
20.983 4.3726 0.65 Q . . . V .
21.000 4.3735 0.64 Q . . . V .
21.017 4.3743 0.64 Q . . . V .
21.033 4.3752 0.64 Q . . . V .
21.050 4.3761 0.64 Q . . . V .
21.067 4.3770 0.64 Q . . . V .
21.083 4.3779 0.64 Q . . . V .
21.100 4.3787 0.64 Q . . . V .
21.117 4.3796 0.63 Q . . . V .
21.133 4.3805 0.63 Q . . . V .
21.150 4.3814 0.63 Q . . . V .
21.167 4.3822 0.63 Q . . . V .
21.183 4.3831 0.63 Q . . . V .
21.200 4.3840 0.63 Q . . . V .
21.217 4.3848 0.63 Q . . . V .
21.233 4.3857 0.63 Q . . . V .
21.250 4.3865 0.62 Q . . . V .
21.267 4.3874 0.62 Q . . . V .
21.283 4.3883 0.62 Q . . . V .
21.300 4.3891 0.62 Q . . . V .
21.317 4.3900 0.62 Q . . . V .
21.333 4.3908 0.62 Q . . . V .
21.350 4.3917 0.62 Q . . . V .
21.367 4.3925 0.61 Q . . . V .
21.383 4.3934 0.61 Q . . . V .
21.400 4.3942 0.61 Q . . . V .
21.417 4.3950 0.61 Q . . . V .
21.433 4.3959 0.61 Q . . . V .
21.450 4.3967 0.61 Q . . . V .
21.467 4.3976 0.61 Q . . . V .
21.483 4.3984 0.61 Q . . . V .
21.500 4.3992 0.61 Q . . . V .
21.517 4.4001 0.60 Q . . . V .
21.533 4.4009 0.60 Q . . . V.
21.550 4.4017 0.60 Q . . . V.
21.567 4.4025 0.60 Q . . . V.
21.583 4.4034 0.60 Q . . . V.
21.600 4.4042 0.60 Q . . . V.
21.617 4.4050 0.60 Q . . . V.
21.633 4.4058 0.60 Q . . . V.
21.650 4.4066 0.59 Q . . . V.
21.667 4.4075 0.59 Q . . . V.
21.683 4.4083 0.59 Q . . . V.
21.700 4.4091 0.59 Q . . . V.
21.717 4.4099 0.59 Q . . . V.
21.733 4.4107 0.59 Q . . . V.
21.750 4.4115 0.59 Q . . . V.
21.767 4.4123 0.59 Q . . . V.
21.783 4.4131 0.59 Q . . . V.
21.800 4.4139 0.58 Q . . . V.
21.817 4.4148 0.58 Q . . . V.
21.833 4.4156 0.58 Q . . . V.
21.850 4.4164 0.58 Q . . . V.
21.867 4.4172 0.58 Q . . . V.
21.883 4.4180 0.58 Q . . . V.
21.900 4.4187 0.58 Q . . . V.
21.917 4.4195 0.58 Q . . . V.
21.933 4.4203 0.58 Q . . . V.
21.950 4.4211 0.57 Q . . . V.
21.967 4.4219 0.57 Q . . . V.
21.983 4.4227 0.57 Q . . . V.
22.000 4.4235 0.57 Q . . . V.
22.017 4.4243 0.57 Q . . . V.
22.033 4.4251 0.57 Q . . . V.
22.050 4.4258 0.57 Q . . . V.
22.067 4.4266 0.57 Q . . . V.
22.083 4.4274 0.57 Q . . . V.
22.100 4.4282 0.57 Q . . . V.
22.117 4.4290 0.56 Q . . . V.
22.133 4.4297 0.56 Q . . . V.
22.150 4.4305 0.56 Q . . . V.
22.167 4.4313 0.56 Q . . . V.
22.183 4.4321 0.56 Q . . . V.
22.200 4.4328 0.56 Q . . . V.
22.217 4.4336 0.56 Q . . . V.
22.233 4.4344 0.56 Q . . . V.
22.250 4.4351 0.56 Q . . . V.
22.267 4.4359 0.56 Q . . . V.
22.283 4.4367 0.55 Q . . . V.
22.300 4.4374 0.55 Q . . . V.
22.317 4.4382 0.55 Q . . . V.
22.333 4.4389 0.55 Q . . . V.
22.350 4.4397 0.55 Q . . . V.
22.367 4.4405 0.55 Q . . . V.
22.383 4.4412 0.55 Q . . . V.
22.400 4.4420 0.55 Q . . . V.
22.417 4.4427 0.55 Q . . . V.
22.433 4.4435 0.55 Q . . . V.
22.450 4.4442 0.55 Q . . . V.
22.467 4.4450 0.54 Q . . . V.
22.483 4.4457 0.54 Q . . . V.
22.500 4.4465 0.54 Q . . . V.
22.517 4.4472 0.54 Q . . . V.
22.533 4.4480 0.54 Q . . . V.
22.550 4.4487 0.54 Q . . . V.
22.567 4.4495 0.54 Q . . . V.
22.583 4.4502 0.54 Q . . . V.
22.600 4.4509 0.54 Q . . . V.
22.617 4.4517 0.54 Q . . . V.
22.633 4.4524 0.54 Q . . . V.
22.650 4.4532 0.53 Q . . . V.
22.667 4.4539 0.53 Q . . . V.
22.683 4.4546 0.53 Q . . . V.
22.700 4.4554 0.53 Q . . . V.
22.717 4.4561 0.53 Q . . . V.
22.733 4.4568 0.53 Q . . . V.
22.750 4.4575 0.53 Q . . . V.
22.767 4.4583 0.53 Q . . . V.
22.783 4.4590 0.53 Q . . . V.
22.800 4.4597 0.53 Q . . . V.
22.817 4.4605 0.53 Q . . . V.
22.833 4.4612 0.53 Q . . . V.
22.850 4.4619 0.52 Q . . . V.
22.867 4.4626 0.52 Q . . . V.
22.883 4.4633 0.52 Q . . . V.
22.900 4.4641 0.52 Q . . . V.
22.917 4.4648 0.52 Q . . . V.
22.933 4.4655 0.52 Q . . . V.
22.950 4.4662 0.52 Q . . . V.
22.967 4.4669 0.52 Q . . . V.
22.983 4.4676 0.52 Q . . . V.
23.000 4.4683 0.52 Q . . . V.
23.017 4.4691 0.52 Q . . . V.
23.033 4.4698 0.52 Q . . . V.
23.050 4.4705 0.51 Q . . . V.
23.067 4.4712 0.51 Q . . . V.
23.083 4.4719 0.51 Q . . . V.
23.100 4.4726 0.51 Q . . . V.
23.117 4.4733 0.51 Q . . . V.
23.133 4.4740 0.51 Q . . . V.
23.150 4.4747 0.51 Q . . . V.
23.167 4.4754 0.51 Q . . . V.
23.183 4.4761 0.51 Q . . . V.
23.200 4.4768 0.51 Q . . . V.
23.217 4.4775 0.51 Q . . . V.
23.233 4.4782 0.51 Q . . . V.
23.250 4.4789 0.51 Q . . . V.
23.267 4.4796 0.50 Q . . . V.
23.283 4.4803 0.50 Q . . . V.
23.300 4.4810 0.50 Q . . . V.
23.317 4.4817 0.50 Q . . . V.
23.333 4.4824 0.50 Q . . . V.
23.350 4.4831 0.50 Q . . . V.
23.367 4.4838 0.50 Q . . . V.
23.383 4.4844 0.50 Q . . . V.
23.400 4.4851 0.50 Q . . . V.
23.417 4.4858 0.50 Q . . . V.
23.433 4.4865 0.50 Q . . . V.
23.450 4.4872 0.50 Q . . . V.
23.467 4.4879 0.50 Q . . . V.
23.483 4.4886 0.50 Q . . . V.
23.500 4.4892 0.49 Q . . . V.
23.517 4.4899 0.49 Q . . . V.
23.533 4.4906 0.49 Q . . . V.
23.550 4.4913 0.49 Q . . . V.
23.567 4.4919 0.49 Q . . . V.
23.583 4.4926 0.49 Q . . . V.
23.600 4.4933 0.49 Q . . . V.
23.617 4.4940 0.49 Q . . . V.
23.633 4.4946 0.49 Q . . . V.
23.650 4.4953 0.49 Q . . . V.
23.667 4.4960 0.49 Q . . . V.
23.683 4.4967 0.49 Q . . . V.
23.700 4.4973 0.49 Q . . . V.
23.717 4.4980 0.49 Q . . . V.
23.733 4.4987 0.48 Q . . . V.
23.750 4.4993 0.48 Q . . . V.
23.767 4.5000 0.48 Q . . . V.
23.783 4.5007 0.48 Q . . . V.
23.800 4.5013 0.48 Q . . . V.
23.817 4.5020 0.48 Q . . . V.
23.833 4.5027 0.48 Q . . . V.
23.850 4.5033 0.48 Q . . . V.
23.867 4.5040 0.48 Q . . . V.
23.883 4.5046 0.48 Q . . . V.
23.900 4.5053 0.48 Q . . . V.
23.917 4.5060 0.48 Q . . . V.
23.933 4.5066 0.48 Q . . . V.
23.950 4.5073 0.48 Q . . . V.
23.967 4.5079 0.48 Q . . . V.
23.983 4.5086 0.47 Q . . . V.
24.000 4.5092 0.45 Q . . . V.
24.017 4.5098 0.42 Q . . . V.
24.033 4.5103 0.39 Q . . . V.
24.050 4.5108 0.36 Q . . . V.
24.067 4.5112 0.33 Q . . . V.
24.083 4.5116 0.30 Q . . . V.
24.100 4.5120 0.27 Q . . . V.
24.117 4.5123 0.24 Q . . . V.
24.133 4.5126 0.21 Q . . . V.
24.150 4.5129 0.18 Q . . . V.
24.167 4.5131 0.15 Q . . . V.
24.183 4.5132 0.12 Q . . . V.
24.200 4.5134 0.09 Q . . . V.
24.217 4.5134 0.06 Q . . . V.
24.233 4.5135 0.03 Q . . . V.
24.250 4.5135 0.00 Q . . . V
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1455.0
10% 210.0
20% 145.0
30% 130.0
40% 110.0
50% 90.0
60% 75.0
70% 55.0
80% 35.0
90% 20.0
**************************************************************************** FLOW PROCESS FROM NODE 335.00 TO NODE 335.00 IS CODE = 3.2 ---------------------------------------------------------------------------- >>>>>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #2<<<<< ============================================================================ INFLOW
(STREAM 2)
|
|
V __effective depth
----------- | (and volume)
| | | |
| | |....V........
| detention |<-->| outflow
| basin | |........._______
----------- | ^ | \
| | dead | basin outlet
V | storage |
OUTFLOW ---------
(STREAM 2)
ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 2
THROUGH A FLOW-THROUGH DETENTION BASIN
SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS:
DEAD STORAGE(AF) = 0.000
SPECIFIED DEAD STORAGE(AF) FILLED = 0.000
SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00
BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION:
INTERVAL DEPTH OUTFLOW STORAGE
NUMBER (FT) (CFS) (AF)
1 0.00 0.00 0.000
2 0.50 3.00 0.113
3 1.00 13.07 0.314
4 2.00 44.17 0.858
5 3.00 53.52 1.522
6 4.00 71.80 2.252
7 5.00 86.30 3.017
8 6.00 98.69 3.777
9 7.00 109.68 4.506
10 8.00 119.67 5.174
11 9.00 128.89 5.719
12 10.00 137.50 6.029
============================================================================ MODIFIED-PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS):
(Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.)
CLOCK MEAN
TIME DEAD-STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ----------------------------------------------------------------------------
0.017 0.000 0.00 0.00 0.00 0.0 0.000
0.033 0.000 0.00 0.00 0.00 0.0 0.000
0.050 0.000 0.00 0.00 0.00 0.0 0.000
0.067 0.000 0.01 0.00 0.00 0.0 0.000
0.083 0.000 0.04 0.00 0.00 0.0 0.000
0.100 0.000 0.07 0.00 0.00 0.0 0.000
0.117 0.000 0.10 0.00 0.00 0.0 0.000
0.133 0.000 0.13 0.00 0.00 0.0 0.000
0.150 0.000 0.16 0.00 0.00 0.0 0.001
0.167 0.000 0.19 0.00 0.00 0.0 0.001
0.183 0.000 0.22 0.00 0.01 0.0 0.001
0.200 0.000 0.25 0.00 0.01 0.0 0.001
0.217 0.000 0.28 0.00 0.01 0.0 0.002
0.233 0.000 0.31 0.00 0.01 0.1 0.002
0.250 0.000 0.34 0.00 0.01 0.1 0.003
0.267 0.000 0.37 0.00 0.01 0.1 0.003
0.283 0.000 0.40 0.00 0.01 0.1 0.003
0.300 0.000 0.43 0.00 0.02 0.1 0.004
0.317 0.000 0.46 0.00 0.02 0.1 0.004
0.333 0.000 0.47 0.00 0.02 0.1 0.005
0.350 0.000 0.47 0.00 0.02 0.1 0.005
0.367 0.000 0.47 0.00 0.03 0.1 0.006
0.383 0.000 0.47 0.00 0.03 0.2 0.006
0.400 0.000 0.47 0.00 0.03 0.2 0.007
0.417 0.000 0.47 0.00 0.03 0.2 0.007
0.433 0.000 0.47 0.00 0.03 0.2 0.007
0.450 0.000 0.47 0.00 0.03 0.2 0.008
0.467 0.000 0.47 0.00 0.04 0.2 0.008
0.483 0.000 0.47 0.00 0.04 0.2 0.008
0.500 0.000 0.47 0.00 0.04 0.2 0.009
0.517 0.000 0.47 0.00 0.04 0.2 0.009
0.533 0.000 0.47 0.00 0.04 0.2 0.009
0.550 0.000 0.47 0.00 0.04 0.3 0.010
0.567 0.000 0.47 0.00 0.04 0.3 0.010
0.583 0.000 0.47 0.00 0.05 0.3 0.010
0.600 0.000 0.47 0.00 0.05 0.3 0.011
0.617 0.000 0.47 0.00 0.05 0.3 0.011
0.633 0.000 0.47 0.00 0.05 0.3 0.011
0.650 0.000 0.47 0.00 0.05 0.3 0.011
0.667 0.000 0.47 0.00 0.05 0.3 0.012
0.683 0.000 0.47 0.00 0.05 0.3 0.012
0.700 0.000 0.47 0.00 0.05 0.3 0.012
0.717 0.000 0.47 0.00 0.05 0.3 0.012
0.733 0.000 0.48 0.00 0.05 0.3 0.012
0.750 0.000 0.48 0.00 0.06 0.3 0.013
0.767 0.000 0.48 0.00 0.06 0.3 0.013
0.783 0.000 0.48 0.00 0.06 0.3 0.013
0.800 0.000 0.48 0.00 0.06 0.3 0.013
0.817 0.000 0.48 0.00 0.06 0.4 0.013
0.833 0.000 0.48 0.00 0.06 0.4 0.013
0.850 0.000 0.48 0.00 0.06 0.4 0.014
0.867 0.000 0.48 0.00 0.06 0.4 0.014
0.883 0.000 0.48 0.00 0.06 0.4 0.014
0.900 0.000 0.48 0.00 0.06 0.4 0.014
0.917 0.000 0.48 0.00 0.06 0.4 0.014
0.933 0.000 0.48 0.00 0.06 0.4 0.014
0.950 0.000 0.48 0.00 0.06 0.4 0.015
0.967 0.000 0.48 0.00 0.06 0.4 0.015
0.983 0.000 0.48 0.00 0.07 0.4 0.015
1.000 0.000 0.48 0.00 0.07 0.4 0.015
1.017 0.000 0.48 0.00 0.07 0.4 0.015
1.033 0.000 0.48 0.00 0.07 0.4 0.015
1.050 0.000 0.48 0.00 0.07 0.4 0.015
1.067 0.000 0.48 0.00 0.07 0.4 0.015
1.083 0.000 0.48 0.00 0.07 0.4 0.015
1.100 0.000 0.48 0.00 0.07 0.4 0.016
1.117 0.000 0.48 0.00 0.07 0.4 0.016
1.133 0.000 0.48 0.00 0.07 0.4 0.016
1.150 0.000 0.48 0.00 0.07 0.4 0.016
1.167 0.000 0.48 0.00 0.07 0.4 0.016
1.183 0.000 0.48 0.00 0.07 0.4 0.016
1.200 0.000 0.48 0.00 0.07 0.4 0.016
1.217 0.000 0.48 0.00 0.07 0.4 0.016
1.233 0.000 0.49 0.00 0.07 0.4 0.016
1.250 0.000 0.49 0.00 0.07 0.4 0.016
1.267 0.000 0.49 0.00 0.07 0.4 0.016
1.283 0.000 0.49 0.00 0.07 0.4 0.016
1.300 0.000 0.49 0.00 0.07 0.4 0.016
1.317 0.000 0.49 0.00 0.07 0.4 0.017
1.333 0.000 0.49 0.00 0.07 0.4 0.017
1.350 0.000 0.49 0.00 0.07 0.4 0.017
1.367 0.000 0.49 0.00 0.07 0.4 0.017
1.383 0.000 0.49 0.00 0.07 0.4 0.017
1.400 0.000 0.49 0.00 0.07 0.4 0.017
1.417 0.000 0.49 0.00 0.07 0.4 0.017
1.433 0.000 0.49 0.00 0.08 0.5 0.017
1.450 0.000 0.49 0.00 0.08 0.5 0.017
1.467 0.000 0.49 0.00 0.08 0.5 0.017
1.483 0.000 0.49 0.00 0.08 0.5 0.017
1.500 0.000 0.49 0.00 0.08 0.5 0.017
1.517 0.000 0.49 0.00 0.08 0.5 0.017
1.533 0.000 0.49 0.00 0.08 0.5 0.017
1.550 0.000 0.49 0.00 0.08 0.5 0.017
1.567 0.000 0.49 0.00 0.08 0.5 0.017
1.583 0.000 0.49 0.00 0.08 0.5 0.017
1.600 0.000 0.49 0.00 0.08 0.5 0.017
1.617 0.000 0.49 0.00 0.08 0.5 0.017
1.633 0.000 0.49 0.00 0.08 0.5 0.018
1.650 0.000 0.49 0.00 0.08 0.5 0.018
1.667 0.000 0.49 0.00 0.08 0.5 0.018
1.683 0.000 0.49 0.00 0.08 0.5 0.018
1.700 0.000 0.49 0.00 0.08 0.5 0.018
1.717 0.000 0.49 0.00 0.08 0.5 0.018
1.733 0.000 0.50 0.00 0.08 0.5 0.018
1.750 0.000 0.50 0.00 0.08 0.5 0.018
1.767 0.000 0.50 0.00 0.08 0.5 0.018
1.783 0.000 0.50 0.00 0.08 0.5 0.018
1.800 0.000 0.50 0.00 0.08 0.5 0.018
1.817 0.000 0.50 0.00 0.08 0.5 0.018
1.833 0.000 0.50 0.00 0.08 0.5 0.018
1.850 0.000 0.50 0.00 0.08 0.5 0.018
1.867 0.000 0.50 0.00 0.08 0.5 0.018
1.883 0.000 0.50 0.00 0.08 0.5 0.018
1.900 0.000 0.50 0.00 0.08 0.5 0.018
1.917 0.000 0.50 0.00 0.08 0.5 0.018
1.933 0.000 0.50 0.00 0.08 0.5 0.018
1.950 0.000 0.50 0.00 0.08 0.5 0.018
1.967 0.000 0.50 0.00 0.08 0.5 0.018
1.983 0.000 0.50 0.00 0.08 0.5 0.018
2.000 0.000 0.50 0.00 0.08 0.5 0.018
2.017 0.000 0.50 0.00 0.08 0.5 0.018
2.033 0.000 0.50 0.00 0.08 0.5 0.018
2.050 0.000 0.50 0.00 0.08 0.5 0.018
2.067 0.000 0.50 0.00 0.08 0.5 0.018
2.083 0.000 0.50 0.00 0.08 0.5 0.018
2.100 0.000 0.50 0.00 0.08 0.5 0.018
2.117 0.000 0.50 0.00 0.08 0.5 0.018
2.133 0.000 0.50 0.00 0.08 0.5 0.018
2.150 0.000 0.50 0.00 0.08 0.5 0.018
2.167 0.000 0.50 0.00 0.08 0.5 0.018
2.183 0.000 0.50 0.00 0.08 0.5 0.018
2.200 0.000 0.50 0.00 0.08 0.5 0.018
2.217 0.000 0.51 0.00 0.08 0.5 0.018
2.233 0.000 0.51 0.00 0.08 0.5 0.019
2.250 0.000 0.51 0.00 0.08 0.5 0.019
2.267 0.000 0.51 0.00 0.08 0.5 0.019
2.283 0.000 0.51 0.00 0.08 0.5 0.019
2.300 0.000 0.51 0.00 0.08 0.5 0.019
2.317 0.000 0.51 0.00 0.08 0.5 0.019
2.333 0.000 0.51 0.00 0.08 0.5 0.019
2.350 0.000 0.51 0.00 0.08 0.5 0.019
2.367 0.000 0.51 0.00 0.08 0.5 0.019
2.383 0.000 0.51 0.00 0.08 0.5 0.019
2.400 0.000 0.51 0.00 0.08 0.5 0.019
2.417 0.000 0.51 0.00 0.08 0.5 0.019
2.433 0.000 0.51 0.00 0.08 0.5 0.019
2.450 0.000 0.51 0.00 0.08 0.5 0.019
2.467 0.000 0.51 0.00 0.08 0.5 0.019
2.483 0.000 0.51 0.00 0.08 0.5 0.019
2.500 0.000 0.51 0.00 0.08 0.5 0.019
2.517 0.000 0.51 0.00 0.08 0.5 0.019
2.533 0.000 0.51 0.00 0.08 0.5 0.019
2.550 0.000 0.51 0.00 0.08 0.5 0.019
2.567 0.000 0.51 0.00 0.08 0.5 0.019
2.583 0.000 0.51 0.00 0.08 0.5 0.019
2.600 0.000 0.51 0.00 0.08 0.5 0.019
2.617 0.000 0.52 0.00 0.08 0.5 0.019
2.633 0.000 0.52 0.00 0.08 0.5 0.019
2.650 0.000 0.52 0.00 0.08 0.5 0.019
2.667 0.000 0.52 0.00 0.08 0.5 0.019
2.683 0.000 0.52 0.00 0.08 0.5 0.019
2.700 0.000 0.52 0.00 0.08 0.5 0.019
2.717 0.000 0.52 0.00 0.08 0.5 0.019
2.733 0.000 0.52 0.00 0.08 0.5 0.019
2.750 0.000 0.52 0.00 0.08 0.5 0.019
2.767 0.000 0.52 0.00 0.08 0.5 0.019
2.783 0.000 0.52 0.00 0.08 0.5 0.019
2.800 0.000 0.52 0.00 0.08 0.5 0.019
2.817 0.000 0.52 0.00 0.08 0.5 0.019
2.833 0.000 0.52 0.00 0.08 0.5 0.019
2.850 0.000 0.52 0.00 0.08 0.5 0.019
2.867 0.000 0.52 0.00 0.08 0.5 0.019
2.883 0.000 0.52 0.00 0.09 0.5 0.019
2.900 0.000 0.52 0.00 0.09 0.5 0.019
2.917 0.000 0.52 0.00 0.09 0.5 0.019
2.933 0.000 0.52 0.00 0.09 0.5 0.019
2.950 0.000 0.52 0.00 0.09 0.5 0.019
2.967 0.000 0.52 0.00 0.09 0.5 0.019
2.983 0.000 0.53 0.00 0.09 0.5 0.019
3.000 0.000 0.53 0.00 0.09 0.5 0.019
3.017 0.000 0.53 0.00 0.09 0.5 0.019
3.033 0.000 0.53 0.00 0.09 0.5 0.019
3.050 0.000 0.53 0.00 0.09 0.5 0.019
3.067 0.000 0.53 0.00 0.09 0.5 0.019
3.083 0.000 0.53 0.00 0.09 0.5 0.019
3.100 0.000 0.53 0.00 0.09 0.5 0.019
3.117 0.000 0.53 0.00 0.09 0.5 0.019
3.133 0.000 0.53 0.00 0.09 0.5 0.019
3.150 0.000 0.53 0.00 0.09 0.5 0.019
3.167 0.000 0.53 0.00 0.09 0.5 0.019
3.183 0.000 0.53 0.00 0.09 0.5 0.020
3.200 0.000 0.53 0.00 0.09 0.5 0.020
3.217 0.000 0.53 0.00 0.09 0.5 0.020
3.233 0.000 0.53 0.00 0.09 0.5 0.020
3.250 0.000 0.53 0.00 0.09 0.5 0.020
3.267 0.000 0.53 0.00 0.09 0.5 0.020
3.283 0.000 0.53 0.00 0.09 0.5 0.020
3.300 0.000 0.53 0.00 0.09 0.5 0.020
3.317 0.000 0.53 0.00 0.09 0.5 0.020
3.333 0.000 0.53 0.00 0.09 0.5 0.020
3.350 0.000 0.53 0.00 0.09 0.5 0.020
3.367 0.000 0.53 0.00 0.09 0.5 0.020
3.383 0.000 0.53 0.00 0.09 0.5 0.020
3.400 0.000 0.54 0.00 0.09 0.5 0.020
3.417 0.000 0.54 0.00 0.09 0.5 0.020
3.433 0.000 0.54 0.00 0.09 0.5 0.020
3.450 0.000 0.54 0.00 0.09 0.5 0.020
3.467 0.000 0.54 0.00 0.09 0.5 0.020
3.483 0.000 0.54 0.00 0.09 0.5 0.020
3.500 0.000 0.54 0.00 0.09 0.5 0.020
3.517 0.000 0.54 0.00 0.09 0.5 0.020
3.533 0.000 0.54 0.00 0.09 0.5 0.020
3.550 0.000 0.54 0.00 0.09 0.5 0.020
3.567 0.000 0.54 0.00 0.09 0.5 0.020
3.583 0.000 0.54 0.00 0.09 0.5 0.020
3.600 0.000 0.54 0.00 0.09 0.5 0.020
3.617 0.000 0.54 0.00 0.09 0.5 0.020
3.633 0.000 0.54 0.00 0.09 0.5 0.020
3.650 0.000 0.54 0.00 0.09 0.5 0.020
3.667 0.000 0.54 0.00 0.09 0.5 0.020
3.683 0.000 0.54 0.00 0.09 0.5 0.020
3.700 0.000 0.54 0.00 0.09 0.5 0.020
3.717 0.000 0.54 0.00 0.09 0.5 0.020
3.733 0.000 0.54 0.00 0.09 0.5 0.020
3.750 0.000 0.54 0.00 0.09 0.5 0.020
3.767 0.000 0.54 0.00 0.09 0.5 0.020
3.783 0.000 0.54 0.00 0.09 0.5 0.020
3.800 0.000 0.54 0.00 0.09 0.5 0.020
3.817 0.000 0.55 0.00 0.09 0.5 0.020
3.833 0.000 0.55 0.00 0.09 0.5 0.020
3.850 0.000 0.55 0.00 0.09 0.5 0.020
3.867 0.000 0.55 0.00 0.09 0.5 0.020
3.883 0.000 0.55 0.00 0.09 0.5 0.020
3.900 0.000 0.55 0.00 0.09 0.5 0.020
3.917 0.000 0.55 0.00 0.09 0.5 0.020
3.933 0.000 0.55 0.00 0.09 0.5 0.020
3.950 0.000 0.55 0.00 0.09 0.5 0.020
3.967 0.000 0.55 0.00 0.09 0.5 0.020
3.983 0.000 0.55 0.00 0.09 0.5 0.020
4.000 0.000 0.55 0.00 0.09 0.5 0.020
4.017 0.000 0.55 0.00 0.09 0.5 0.020
4.033 0.000 0.55 0.00 0.09 0.5 0.020
4.050 0.000 0.55 0.00 0.09 0.5 0.020
4.067 0.000 0.55 0.00 0.09 0.5 0.020
4.083 0.000 0.55 0.00 0.09 0.5 0.020
4.100 0.000 0.55 0.00 0.09 0.5 0.020
4.117 0.000 0.56 0.00 0.09 0.5 0.020
4.133 0.000 0.56 0.00 0.09 0.5 0.020
4.150 0.000 0.56 0.00 0.09 0.5 0.020
4.167 0.000 0.56 0.00 0.09 0.5 0.020
4.183 0.000 0.56 0.00 0.09 0.5 0.021
4.200 0.000 0.56 0.00 0.09 0.5 0.021
4.217 0.000 0.56 0.00 0.09 0.5 0.021
4.233 0.000 0.56 0.00 0.09 0.5 0.021
4.250 0.000 0.56 0.00 0.09 0.5 0.021
4.267 0.000 0.56 0.00 0.09 0.5 0.021
4.283 0.000 0.56 0.00 0.09 0.5 0.021
4.300 0.000 0.56 0.00 0.09 0.5 0.021
4.317 0.000 0.56 0.00 0.09 0.5 0.021
4.333 0.000 0.56 0.00 0.09 0.5 0.021
4.350 0.000 0.56 0.00 0.09 0.5 0.021
4.367 0.000 0.56 0.00 0.09 0.5 0.021
4.383 0.000 0.56 0.00 0.09 0.5 0.021
4.400 0.000 0.56 0.00 0.09 0.5 0.021
4.417 0.000 0.56 0.00 0.09 0.6 0.021
4.433 0.000 0.56 0.00 0.09 0.6 0.021
4.450 0.000 0.56 0.00 0.09 0.6 0.021
4.467 0.000 0.57 0.00 0.09 0.6 0.021
4.483 0.000 0.57 0.00 0.09 0.6 0.021
4.500 0.000 0.57 0.00 0.09 0.6 0.021
4.517 0.000 0.57 0.00 0.09 0.6 0.021
4.533 0.000 0.57 0.00 0.09 0.6 0.021
4.550 0.000 0.57 0.00 0.09 0.6 0.021
4.567 0.000 0.57 0.00 0.09 0.6 0.021
4.583 0.000 0.57 0.00 0.09 0.6 0.021
4.600 0.000 0.57 0.00 0.09 0.6 0.021
4.617 0.000 0.57 0.00 0.09 0.6 0.021
4.633 0.000 0.57 0.00 0.09 0.6 0.021
4.650 0.000 0.57 0.00 0.09 0.6 0.021
4.667 0.000 0.57 0.00 0.09 0.6 0.021
4.683 0.000 0.57 0.00 0.09 0.6 0.021
4.700 0.000 0.57 0.00 0.09 0.6 0.021
4.717 0.000 0.57 0.00 0.09 0.6 0.021
4.733 0.000 0.57 0.00 0.09 0.6 0.021
4.750 0.000 0.57 0.00 0.09 0.6 0.021
4.767 0.000 0.57 0.00 0.09 0.6 0.021
4.783 0.000 0.57 0.00 0.09 0.6 0.021
4.800 0.000 0.57 0.00 0.09 0.6 0.021
4.817 0.000 0.57 0.00 0.09 0.6 0.021
4.833 0.000 0.57 0.00 0.09 0.6 0.021
4.850 0.000 0.58 0.00 0.09 0.6 0.021
4.867 0.000 0.58 0.00 0.09 0.6 0.021
4.883 0.000 0.58 0.00 0.09 0.6 0.021
4.900 0.000 0.58 0.00 0.09 0.6 0.021
4.917 0.000 0.58 0.00 0.09 0.6 0.021
4.933 0.000 0.58 0.00 0.09 0.6 0.021
4.950 0.000 0.58 0.00 0.09 0.6 0.021
4.967 0.000 0.58 0.00 0.09 0.6 0.021
4.983 0.000 0.58 0.00 0.09 0.6 0.021
5.000 0.000 0.58 0.00 0.09 0.6 0.021
5.017 0.000 0.58 0.00 0.09 0.6 0.021
5.033 0.000 0.58 0.00 0.09 0.6 0.021
5.050 0.000 0.58 0.00 0.09 0.6 0.021
5.067 0.000 0.58 0.00 0.09 0.6 0.021
5.083 0.000 0.59 0.00 0.10 0.6 0.021
5.100 0.000 0.59 0.00 0.10 0.6 0.022
5.117 0.000 0.59 0.00 0.10 0.6 0.022
5.133 0.000 0.59 0.00 0.10 0.6 0.022
5.150 0.000 0.59 0.00 0.10 0.6 0.022
5.167 0.000 0.59 0.00 0.10 0.6 0.022
5.183 0.000 0.59 0.00 0.10 0.6 0.022
5.200 0.000 0.59 0.00 0.10 0.6 0.022
5.217 0.000 0.59 0.00 0.10 0.6 0.022
5.233 0.000 0.59 0.00 0.10 0.6 0.022
5.250 0.000 0.59 0.00 0.10 0.6 0.022
5.267 0.000 0.59 0.00 0.10 0.6 0.022
5.283 0.000 0.59 0.00 0.10 0.6 0.022
5.300 0.000 0.59 0.00 0.10 0.6 0.022
5.317 0.000 0.59 0.00 0.10 0.6 0.022
5.333 0.000 0.59 0.00 0.10 0.6 0.022
5.350 0.000 0.59 0.00 0.10 0.6 0.022
5.367 0.000 0.59 0.00 0.10 0.6 0.022
5.383 0.000 0.59 0.00 0.10 0.6 0.022
5.400 0.000 0.59 0.00 0.10 0.6 0.022
5.417 0.000 0.59 0.00 0.10 0.6 0.022
5.433 0.000 0.60 0.00 0.10 0.6 0.022
5.450 0.000 0.60 0.00 0.10 0.6 0.022
5.467 0.000 0.60 0.00 0.10 0.6 0.022
5.483 0.000 0.60 0.00 0.10 0.6 0.022
5.500 0.000 0.60 0.00 0.10 0.6 0.022
5.517 0.000 0.60 0.00 0.10 0.6 0.022
5.533 0.000 0.60 0.00 0.10 0.6 0.022
5.550 0.000 0.60 0.00 0.10 0.6 0.022
5.567 0.000 0.60 0.00 0.10 0.6 0.022
5.583 0.000 0.60 0.00 0.10 0.6 0.022
5.600 0.000 0.60 0.00 0.10 0.6 0.022
5.617 0.000 0.60 0.00 0.10 0.6 0.022
5.633 0.000 0.60 0.00 0.10 0.6 0.022
5.650 0.000 0.60 0.00 0.10 0.6 0.022
5.667 0.000 0.61 0.00 0.10 0.6 0.022
5.683 0.000 0.61 0.00 0.10 0.6 0.022
5.700 0.000 0.61 0.00 0.10 0.6 0.022
5.717 0.000 0.61 0.00 0.10 0.6 0.022
5.733 0.000 0.61 0.00 0.10 0.6 0.022
5.750 0.000 0.61 0.00 0.10 0.6 0.022
5.767 0.000 0.61 0.00 0.10 0.6 0.022
5.783 0.000 0.61 0.00 0.10 0.6 0.022
5.800 0.000 0.61 0.00 0.10 0.6 0.022
5.817 0.000 0.61 0.00 0.10 0.6 0.022
5.833 0.000 0.61 0.00 0.10 0.6 0.022
5.850 0.000 0.61 0.00 0.10 0.6 0.022
5.867 0.000 0.61 0.00 0.10 0.6 0.022
5.883 0.000 0.61 0.00 0.10 0.6 0.022
5.900 0.000 0.61 0.00 0.10 0.6 0.022
5.917 0.000 0.61 0.00 0.10 0.6 0.023
5.933 0.000 0.61 0.00 0.10 0.6 0.023
5.950 0.000 0.61 0.00 0.10 0.6 0.023
5.967 0.000 0.61 0.00 0.10 0.6 0.023
5.983 0.000 0.62 0.00 0.10 0.6 0.023
6.000 0.000 0.62 0.00 0.10 0.6 0.023
6.017 0.000 0.62 0.00 0.10 0.6 0.023
6.033 0.000 0.62 0.00 0.10 0.6 0.023
6.050 0.000 0.62 0.00 0.10 0.6 0.023
6.067 0.000 0.62 0.00 0.10 0.6 0.023
6.083 0.000 0.62 0.00 0.10 0.6 0.023
6.100 0.000 0.62 0.00 0.10 0.6 0.023
6.117 0.000 0.62 0.00 0.10 0.6 0.023
6.133 0.000 0.62 0.00 0.10 0.6 0.023
6.150 0.000 0.62 0.00 0.10 0.6 0.023
6.167 0.000 0.62 0.00 0.10 0.6 0.023
6.183 0.000 0.62 0.00 0.10 0.6 0.023
6.200 0.000 0.63 0.00 0.10 0.6 0.023
6.217 0.000 0.63 0.00 0.10 0.6 0.023
6.233 0.000 0.63 0.00 0.10 0.6 0.023
6.250 0.000 0.63 0.00 0.10 0.6 0.023
6.267 0.000 0.63 0.00 0.10 0.6 0.023
6.283 0.000 0.63 0.00 0.10 0.6 0.023
6.300 0.000 0.63 0.00 0.10 0.6 0.023
6.317 0.000 0.63 0.00 0.10 0.6 0.023
6.333 0.000 0.63 0.00 0.10 0.6 0.023
6.350 0.000 0.63 0.00 0.10 0.6 0.023
6.367 0.000 0.63 0.00 0.10 0.6 0.023
6.383 0.000 0.63 0.00 0.10 0.6 0.023
6.400 0.000 0.63 0.00 0.10 0.6 0.023
6.417 0.000 0.63 0.00 0.10 0.6 0.023
6.433 0.000 0.63 0.00 0.10 0.6 0.023
6.450 0.000 0.63 0.00 0.10 0.6 0.023
6.467 0.000 0.63 0.00 0.10 0.6 0.023
6.483 0.000 0.63 0.00 0.10 0.6 0.023
6.500 0.000 0.64 0.00 0.10 0.6 0.023
6.517 0.000 0.64 0.00 0.10 0.6 0.023
6.533 0.000 0.64 0.00 0.10 0.6 0.023
6.550 0.000 0.64 0.00 0.10 0.6 0.023
6.567 0.000 0.64 0.00 0.10 0.6 0.023
6.583 0.000 0.64 0.00 0.10 0.6 0.023
6.600 0.000 0.64 0.00 0.10 0.6 0.023
6.617 0.000 0.64 0.00 0.10 0.6 0.023
6.633 0.000 0.64 0.00 0.10 0.6 0.024
6.650 0.000 0.64 0.00 0.10 0.6 0.024
6.667 0.000 0.64 0.00 0.10 0.6 0.024
6.683 0.000 0.65 0.00 0.10 0.6 0.024
6.700 0.000 0.65 0.00 0.10 0.6 0.024
6.717 0.000 0.65 0.00 0.10 0.6 0.024
6.733 0.000 0.65 0.00 0.10 0.6 0.024
6.750 0.000 0.65 0.00 0.10 0.6 0.024
6.767 0.000 0.65 0.00 0.10 0.6 0.024
6.783 0.000 0.65 0.00 0.11 0.6 0.024
6.800 0.000 0.65 0.00 0.11 0.6 0.024
6.817 0.000 0.65 0.00 0.11 0.6 0.024
6.833 0.000 0.65 0.00 0.11 0.6 0.024
6.850 0.000 0.65 0.00 0.11 0.6 0.024
6.867 0.000 0.65 0.00 0.11 0.6 0.024
6.883 0.000 0.65 0.00 0.11 0.6 0.024
6.900 0.000 0.65 0.00 0.11 0.6 0.024
6.917 0.000 0.65 0.00 0.11 0.6 0.024
6.933 0.000 0.65 0.00 0.11 0.6 0.024
6.950 0.000 0.65 0.00 0.11 0.6 0.024
6.967 0.000 0.65 0.00 0.11 0.6 0.024
6.983 0.000 0.65 0.00 0.11 0.6 0.024
7.000 0.000 0.66 0.00 0.11 0.6 0.024
7.017 0.000 0.66 0.00 0.11 0.6 0.024
7.033 0.000 0.66 0.00 0.11 0.6 0.024
7.050 0.000 0.66 0.00 0.11 0.6 0.024
7.067 0.000 0.66 0.00 0.11 0.6 0.024
7.083 0.000 0.66 0.00 0.11 0.6 0.024
7.100 0.000 0.66 0.00 0.11 0.6 0.024
7.117 0.000 0.66 0.00 0.11 0.6 0.024
7.133 0.000 0.66 0.00 0.11 0.6 0.024
7.150 0.000 0.66 0.00 0.11 0.6 0.024
7.167 0.000 0.67 0.00 0.11 0.6 0.024
7.183 0.000 0.67 0.00 0.11 0.6 0.024
7.200 0.000 0.67 0.00 0.11 0.6 0.024
7.217 0.000 0.67 0.00 0.11 0.6 0.024
7.233 0.000 0.67 0.00 0.11 0.6 0.024
7.250 0.000 0.67 0.00 0.11 0.6 0.024
7.267 0.000 0.67 0.00 0.11 0.6 0.024
7.283 0.000 0.67 0.00 0.11 0.7 0.025
7.300 0.000 0.67 0.00 0.11 0.7 0.025
7.317 0.000 0.67 0.00 0.11 0.7 0.025
7.333 0.000 0.67 0.00 0.11 0.7 0.025
7.350 0.000 0.67 0.00 0.11 0.7 0.025
7.367 0.000 0.67 0.00 0.11 0.7 0.025
7.383 0.000 0.67 0.00 0.11 0.7 0.025
7.400 0.000 0.68 0.00 0.11 0.7 0.025
7.417 0.000 0.68 0.00 0.11 0.7 0.025
7.433 0.000 0.68 0.00 0.11 0.7 0.025
7.450 0.000 0.68 0.00 0.11 0.7 0.025
7.467 0.000 0.68 0.00 0.11 0.7 0.025
7.483 0.000 0.68 0.00 0.11 0.7 0.025
7.500 0.000 0.68 0.00 0.11 0.7 0.025
7.517 0.000 0.68 0.00 0.11 0.7 0.025
7.533 0.000 0.68 0.00 0.11 0.7 0.025
7.550 0.000 0.68 0.00 0.11 0.7 0.025
7.567 0.000 0.68 0.00 0.11 0.7 0.025
7.583 0.000 0.68 0.00 0.11 0.7 0.025
7.600 0.000 0.69 0.00 0.11 0.7 0.025
7.617 0.000 0.69 0.00 0.11 0.7 0.025
7.633 0.000 0.69 0.00 0.11 0.7 0.025
7.650 0.000 0.69 0.00 0.11 0.7 0.025
7.667 0.000 0.69 0.00 0.11 0.7 0.025
7.683 0.000 0.69 0.00 0.11 0.7 0.025
7.700 0.000 0.69 0.00 0.11 0.7 0.025
7.717 0.000 0.69 0.00 0.11 0.7 0.025
7.733 0.000 0.69 0.00 0.11 0.7 0.025
7.750 0.000 0.70 0.00 0.11 0.7 0.025
7.767 0.000 0.70 0.00 0.11 0.7 0.025
7.783 0.000 0.70 0.00 0.11 0.7 0.025
7.800 0.000 0.70 0.00 0.11 0.7 0.025
7.817 0.000 0.70 0.00 0.11 0.7 0.025
7.833 0.000 0.70 0.00 0.11 0.7 0.025
7.850 0.000 0.70 0.00 0.11 0.7 0.026
7.867 0.000 0.70 0.00 0.11 0.7 0.026
7.883 0.000 0.70 0.00 0.11 0.7 0.026
7.900 0.000 0.70 0.00 0.11 0.7 0.026
7.917 0.000 0.70 0.00 0.11 0.7 0.026
7.933 0.000 0.70 0.00 0.11 0.7 0.026
7.950 0.000 0.70 0.00 0.11 0.7 0.026
7.967 0.000 0.70 0.00 0.11 0.7 0.026
7.983 0.000 0.70 0.00 0.11 0.7 0.026
8.000 0.000 0.70 0.00 0.11 0.7 0.026
8.017 0.000 0.71 0.00 0.11 0.7 0.026
8.033 0.000 0.71 0.00 0.11 0.7 0.026
8.050 0.000 0.71 0.00 0.11 0.7 0.026
8.067 0.000 0.71 0.00 0.11 0.7 0.026
8.083 0.000 0.71 0.00 0.11 0.7 0.026
8.100 0.000 0.71 0.00 0.11 0.7 0.026
8.117 0.000 0.71 0.00 0.11 0.7 0.026
8.133 0.000 0.71 0.00 0.12 0.7 0.026
8.150 0.000 0.71 0.00 0.12 0.7 0.026
8.167 0.000 0.72 0.00 0.12 0.7 0.026
8.183 0.000 0.72 0.00 0.12 0.7 0.026
8.200 0.000 0.72 0.00 0.12 0.7 0.026
8.217 0.000 0.72 0.00 0.12 0.7 0.026
8.233 0.000 0.72 0.00 0.12 0.7 0.026
8.250 0.000 0.72 0.00 0.12 0.7 0.026
8.267 0.000 0.72 0.00 0.12 0.7 0.026
8.283 0.000 0.72 0.00 0.12 0.7 0.026
8.300 0.000 0.73 0.00 0.12 0.7 0.026
8.317 0.000 0.73 0.00 0.12 0.7 0.026
8.333 0.000 0.73 0.00 0.12 0.7 0.026
8.350 0.000 0.73 0.00 0.12 0.7 0.026
8.367 0.000 0.73 0.00 0.12 0.7 0.026
8.383 0.000 0.73 0.00 0.12 0.7 0.027
8.400 0.000 0.73 0.00 0.12 0.7 0.027
8.417 0.000 0.73 0.00 0.12 0.7 0.027
8.433 0.000 0.73 0.00 0.12 0.7 0.027
8.450 0.000 0.73 0.00 0.12 0.7 0.027
8.467 0.000 0.73 0.00 0.12 0.7 0.027
8.483 0.000 0.73 0.00 0.12 0.7 0.027
8.500 0.000 0.73 0.00 0.12 0.7 0.027
8.517 0.000 0.73 0.00 0.12 0.7 0.027
8.533 0.000 0.73 0.00 0.12 0.7 0.027
8.550 0.000 0.74 0.00 0.12 0.7 0.027
8.567 0.000 0.74 0.00 0.12 0.7 0.027
8.583 0.000 0.74 0.00 0.12 0.7 0.027
8.600 0.000 0.74 0.00 0.12 0.7 0.027
8.617 0.000 0.74 0.00 0.12 0.7 0.027
8.633 0.000 0.74 0.00 0.12 0.7 0.027
8.650 0.000 0.74 0.00 0.12 0.7 0.027
8.667 0.000 0.74 0.00 0.12 0.7 0.027
8.683 0.000 0.75 0.00 0.12 0.7 0.027
8.700 0.000 0.75 0.00 0.12 0.7 0.027
8.717 0.000 0.75 0.00 0.12 0.7 0.027
8.733 0.000 0.75 0.00 0.12 0.7 0.027
8.750 0.000 0.75 0.00 0.12 0.7 0.027
8.767 0.000 0.75 0.00 0.12 0.7 0.027
8.783 0.000 0.75 0.00 0.12 0.7 0.027
8.800 0.000 0.76 0.00 0.12 0.7 0.027
8.817 0.000 0.76 0.00 0.12 0.7 0.027
8.833 0.000 0.76 0.00 0.12 0.7 0.027
8.850 0.000 0.76 0.00 0.12 0.7 0.028
8.867 0.000 0.76 0.00 0.12 0.7 0.028
8.883 0.000 0.76 0.00 0.12 0.7 0.028
8.900 0.000 0.76 0.00 0.12 0.7 0.028
8.917 0.000 0.76 0.00 0.12 0.7 0.028
8.933 0.000 0.76 0.00 0.12 0.7 0.028
8.950 0.000 0.76 0.00 0.12 0.7 0.028
8.967 0.000 0.76 0.00 0.12 0.7 0.028
8.983 0.000 0.76 0.00 0.12 0.7 0.028
9.000 0.000 0.77 0.00 0.12 0.7 0.028
9.017 0.000 0.77 0.00 0.12 0.7 0.028
9.033 0.000 0.77 0.00 0.12 0.7 0.028
9.050 0.000 0.77 0.00 0.12 0.7 0.028
9.067 0.000 0.77 0.00 0.12 0.7 0.028
9.083 0.000 0.77 0.00 0.12 0.7 0.028
9.100 0.000 0.77 0.00 0.12 0.7 0.028
9.117 0.000 0.77 0.00 0.12 0.7 0.028
9.133 0.000 0.77 0.00 0.12 0.7 0.028
9.150 0.000 0.77 0.00 0.12 0.7 0.028
9.167 0.000 0.78 0.00 0.12 0.7 0.028
9.183 0.000 0.78 0.00 0.12 0.7 0.028
9.200 0.000 0.78 0.00 0.13 0.8 0.028
9.217 0.000 0.78 0.00 0.13 0.8 0.028
9.233 0.000 0.78 0.00 0.13 0.8 0.028
9.250 0.000 0.78 0.00 0.13 0.8 0.028
9.267 0.000 0.79 0.00 0.13 0.8 0.028
9.283 0.000 0.79 0.00 0.13 0.8 0.028
9.300 0.000 0.79 0.00 0.13 0.8 0.029
9.317 0.000 0.79 0.00 0.13 0.8 0.029
9.333 0.000 0.79 0.00 0.13 0.8 0.029
9.350 0.000 0.79 0.00 0.13 0.8 0.029
9.367 0.000 0.79 0.00 0.13 0.8 0.029
9.383 0.000 0.80 0.00 0.13 0.8 0.029
9.400 0.000 0.80 0.00 0.13 0.8 0.029
9.417 0.000 0.80 0.00 0.13 0.8 0.029
9.433 0.000 0.80 0.00 0.13 0.8 0.029
9.450 0.000 0.80 0.00 0.13 0.8 0.029
9.467 0.000 0.80 0.00 0.13 0.8 0.029
9.483 0.000 0.80 0.00 0.13 0.8 0.029
9.500 0.000 0.80 0.00 0.13 0.8 0.029
9.517 0.000 0.80 0.00 0.13 0.8 0.029
9.533 0.000 0.80 0.00 0.13 0.8 0.029
9.550 0.000 0.80 0.00 0.13 0.8 0.029
9.567 0.000 0.80 0.00 0.13 0.8 0.029
9.583 0.000 0.81 0.00 0.13 0.8 0.029
9.600 0.000 0.81 0.00 0.13 0.8 0.029
9.617 0.000 0.81 0.00 0.13 0.8 0.029
9.633 0.000 0.81 0.00 0.13 0.8 0.029
9.650 0.000 0.81 0.00 0.13 0.8 0.029
9.667 0.000 0.81 0.00 0.13 0.8 0.029
9.683 0.000 0.81 0.00 0.13 0.8 0.029
9.700 0.000 0.81 0.00 0.13 0.8 0.030
9.717 0.000 0.82 0.00 0.13 0.8 0.030
9.733 0.000 0.82 0.00 0.13 0.8 0.030
9.750 0.000 0.82 0.00 0.13 0.8 0.030
9.767 0.000 0.82 0.00 0.13 0.8 0.030
9.783 0.000 0.82 0.00 0.13 0.8 0.030
9.800 0.000 0.83 0.00 0.13 0.8 0.030
9.817 0.000 0.83 0.00 0.13 0.8 0.030
9.833 0.000 0.83 0.00 0.13 0.8 0.030
9.850 0.000 0.83 0.00 0.13 0.8 0.030
9.867 0.000 0.83 0.00 0.13 0.8 0.030
9.883 0.000 0.83 0.00 0.13 0.8 0.030
9.900 0.000 0.84 0.00 0.13 0.8 0.030
9.917 0.000 0.84 0.00 0.13 0.8 0.030
9.933 0.000 0.84 0.00 0.13 0.8 0.030
9.950 0.000 0.84 0.00 0.13 0.8 0.030
9.967 0.000 0.84 0.00 0.13 0.8 0.030
9.983 0.000 0.84 0.00 0.13 0.8 0.030
10.000 0.000 0.84 0.00 0.13 0.8 0.030
10.017 0.000 0.84 0.00 0.13 0.8 0.030
10.033 0.000 0.84 0.00 0.13 0.8 0.031
10.050 0.000 0.84 0.00 0.14 0.8 0.031
10.067 0.000 0.85 0.00 0.14 0.8 0.031
10.083 0.000 0.85 0.00 0.14 0.8 0.031
10.100 0.000 0.85 0.00 0.14 0.8 0.031
10.117 0.000 0.85 0.00 0.14 0.8 0.031
10.133 0.000 0.85 0.00 0.14 0.8 0.031
10.150 0.000 0.85 0.00 0.14 0.8 0.031
10.167 0.000 0.85 0.00 0.14 0.8 0.031
10.183 0.000 0.85 0.00 0.14 0.8 0.031
10.200 0.000 0.86 0.00 0.14 0.8 0.031
10.217 0.000 0.86 0.00 0.14 0.8 0.031
10.233 0.000 0.86 0.00 0.14 0.8 0.031
10.250 0.000 0.86 0.00 0.14 0.8 0.031
10.267 0.000 0.86 0.00 0.14 0.8 0.031
10.283 0.000 0.87 0.00 0.14 0.8 0.031
10.300 0.000 0.87 0.00 0.14 0.8 0.031
10.317 0.000 0.87 0.00 0.14 0.8 0.031
10.333 0.000 0.87 0.00 0.14 0.8 0.031
10.350 0.000 0.87 0.00 0.14 0.8 0.031
10.367 0.000 0.88 0.00 0.14 0.8 0.031
10.383 0.000 0.88 0.00 0.14 0.8 0.032
10.400 0.000 0.88 0.00 0.14 0.8 0.032
10.417 0.000 0.88 0.00 0.14 0.8 0.032
10.433 0.000 0.88 0.00 0.14 0.8 0.032
10.450 0.000 0.88 0.00 0.14 0.8 0.032
10.467 0.000 0.89 0.00 0.14 0.8 0.032
10.483 0.000 0.89 0.00 0.14 0.8 0.032
10.500 0.000 0.89 0.00 0.14 0.8 0.032
10.517 0.000 0.89 0.00 0.14 0.8 0.032
10.533 0.000 0.89 0.00 0.14 0.9 0.032
10.550 0.000 0.89 0.00 0.14 0.9 0.032
10.567 0.000 0.89 0.00 0.14 0.9 0.032
10.583 0.000 0.89 0.00 0.14 0.9 0.032
10.600 0.000 0.89 0.00 0.14 0.9 0.032
10.617 0.000 0.90 0.00 0.14 0.9 0.032
10.633 0.000 0.90 0.00 0.14 0.9 0.032
10.650 0.000 0.90 0.00 0.14 0.9 0.032
10.667 0.000 0.90 0.00 0.14 0.9 0.032
10.683 0.000 0.90 0.00 0.14 0.9 0.033
10.700 0.000 0.90 0.00 0.14 0.9 0.033
10.717 0.000 0.90 0.00 0.14 0.9 0.033
10.733 0.000 0.91 0.00 0.14 0.9 0.033
10.750 0.000 0.91 0.00 0.14 0.9 0.033
10.767 0.000 0.91 0.00 0.15 0.9 0.033
10.783 0.000 0.91 0.00 0.15 0.9 0.033
10.800 0.000 0.92 0.00 0.15 0.9 0.033
10.817 0.000 0.92 0.00 0.15 0.9 0.033
10.833 0.000 0.92 0.00 0.15 0.9 0.033
10.850 0.000 0.92 0.00 0.15 0.9 0.033
10.867 0.000 0.93 0.00 0.15 0.9 0.033
10.883 0.000 0.93 0.00 0.15 0.9 0.033
10.900 0.000 0.93 0.00 0.15 0.9 0.033
10.917 0.000 0.93 0.00 0.15 0.9 0.033
10.933 0.000 0.93 0.00 0.15 0.9 0.033
10.950 0.000 0.94 0.00 0.15 0.9 0.033
10.967 0.000 0.94 0.00 0.15 0.9 0.034
10.983 0.000 0.94 0.00 0.15 0.9 0.034
11.000 0.000 0.94 0.00 0.15 0.9 0.034
11.017 0.000 0.94 0.00 0.15 0.9 0.034
11.033 0.000 0.94 0.00 0.15 0.9 0.034
11.050 0.000 0.95 0.00 0.15 0.9 0.034
11.067 0.000 0.95 0.00 0.15 0.9 0.034
11.083 0.000 0.95 0.00 0.15 0.9 0.034
11.100 0.000 0.95 0.00 0.15 0.9 0.034
11.117 0.000 0.95 0.00 0.15 0.9 0.034
11.133 0.000 0.95 0.00 0.15 0.9 0.034
11.150 0.000 0.95 0.00 0.15 0.9 0.034
11.167 0.000 0.95 0.00 0.15 0.9 0.034
11.183 0.000 0.96 0.00 0.15 0.9 0.034
11.200 0.000 0.96 0.00 0.15 0.9 0.034
11.217 0.000 0.96 0.00 0.15 0.9 0.034
11.233 0.000 0.96 0.00 0.15 0.9 0.035
11.250 0.000 0.96 0.00 0.15 0.9 0.035
11.267 0.000 0.97 0.00 0.15 0.9 0.035
11.283 0.000 0.97 0.00 0.15 0.9 0.035
11.300 0.000 0.97 0.00 0.15 0.9 0.035
11.317 0.000 0.97 0.00 0.15 0.9 0.035
11.333 0.000 0.98 0.00 0.15 0.9 0.035
11.350 0.000 0.98 0.00 0.15 0.9 0.035
11.367 0.000 0.98 0.00 0.16 0.9 0.035
11.383 0.000 0.99 0.00 0.16 0.9 0.035
11.400 0.000 0.99 0.00 0.16 0.9 0.035
11.417 0.000 0.99 0.00 0.16 0.9 0.035
11.433 0.000 0.99 0.00 0.16 0.9 0.035
11.450 0.000 1.00 0.00 0.16 0.9 0.035
11.467 0.000 1.00 0.00 0.16 0.9 0.036
11.483 0.000 1.00 0.00 0.16 0.9 0.036
11.500 0.000 1.00 0.00 0.16 0.9 0.036
11.517 0.000 1.01 0.00 0.16 0.9 0.036
11.533 0.000 1.01 0.00 0.16 1.0 0.036
11.550 0.000 1.01 0.00 0.16 1.0 0.036
11.567 0.000 1.01 0.00 0.16 1.0 0.036
11.583 0.000 1.01 0.00 0.16 1.0 0.036
11.600 0.000 1.01 0.00 0.16 1.0 0.036
11.617 0.000 1.01 0.00 0.16 1.0 0.036
11.633 0.000 1.02 0.00 0.16 1.0 0.036
11.650 0.000 1.02 0.00 0.16 1.0 0.036
11.667 0.000 1.02 0.00 0.16 1.0 0.036
11.683 0.000 1.02 0.00 0.16 1.0 0.037
11.700 0.000 1.02 0.00 0.16 1.0 0.037
11.717 0.000 1.02 0.00 0.16 1.0 0.037
11.733 0.000 1.03 0.00 0.16 1.0 0.037
11.750 0.000 1.03 0.00 0.16 1.0 0.037
11.767 0.000 1.03 0.00 0.16 1.0 0.037
11.783 0.000 1.03 0.00 0.16 1.0 0.037
11.800 0.000 1.04 0.00 0.16 1.0 0.037
11.817 0.000 1.04 0.00 0.16 1.0 0.037
11.833 0.000 1.04 0.00 0.16 1.0 0.037
11.850 0.000 1.05 0.00 0.16 1.0 0.037
11.867 0.000 1.05 0.00 0.17 1.0 0.037
11.883 0.000 1.05 0.00 0.17 1.0 0.037
11.900 0.000 1.06 0.00 0.17 1.0 0.038
11.917 0.000 1.06 0.00 0.17 1.0 0.038
11.933 0.000 1.06 0.00 0.17 1.0 0.038
11.950 0.000 1.07 0.00 0.17 1.0 0.038
11.967 0.000 1.07 0.00 0.17 1.0 0.038
11.983 0.000 1.07 0.00 0.17 1.0 0.038
12.000 0.000 1.08 0.00 0.17 1.0 0.038
12.017 0.000 1.08 0.00 0.17 1.0 0.038
12.033 0.000 1.09 0.00 0.17 1.0 0.038
12.050 0.000 1.10 0.00 0.17 1.0 0.038
12.067 0.000 1.11 0.00 0.17 1.0 0.038
12.083 0.000 1.12 0.00 0.17 1.0 0.039
12.100 0.000 1.13 0.00 0.17 1.0 0.039
12.117 0.000 1.14 0.00 0.17 1.0 0.039
12.133 0.000 1.15 0.00 0.17 1.0 0.039
12.150 0.000 1.16 0.00 0.17 1.0 0.039
12.167 0.000 1.17 0.00 0.17 1.0 0.039
12.183 0.000 1.18 0.00 0.18 1.0 0.040
12.200 0.000 1.19 0.00 0.18 1.1 0.040
12.217 0.000 1.20 0.00 0.18 1.1 0.040
12.233 0.000 1.21 0.00 0.18 1.1 0.040
12.250 0.000 1.22 0.00 0.18 1.1 0.040
12.267 0.000 1.24 0.00 0.18 1.1 0.041
12.283 0.000 1.25 0.00 0.18 1.1 0.041
12.300 0.000 1.26 0.00 0.18 1.1 0.041
12.317 0.000 1.27 0.00 0.18 1.1 0.041
12.333 0.000 1.28 0.00 0.18 1.1 0.042
12.350 0.000 1.29 0.00 0.19 1.1 0.042
12.367 0.000 1.30 0.00 0.19 1.1 0.042
12.383 0.000 1.31 0.00 0.19 1.1 0.042
12.400 0.000 1.32 0.00 0.19 1.1 0.043
12.417 0.000 1.33 0.00 0.19 1.1 0.043
12.433 0.000 1.34 0.00 0.19 1.1 0.043
12.450 0.000 1.35 0.00 0.19 1.1 0.043
12.467 0.000 1.36 0.00 0.19 1.2 0.044
12.483 0.000 1.38 0.00 0.19 1.2 0.044
12.500 0.000 1.39 0.00 0.20 1.2 0.044
12.517 0.000 1.40 0.00 0.20 1.2 0.045
12.533 0.000 1.41 0.00 0.20 1.2 0.045
12.550 0.000 1.42 0.00 0.20 1.2 0.045
12.567 0.000 1.42 0.00 0.20 1.2 0.046
12.583 0.000 1.43 0.00 0.20 1.2 0.046
12.600 0.000 1.43 0.00 0.20 1.2 0.046
12.617 0.000 1.43 0.00 0.21 1.2 0.046
12.633 0.000 1.43 0.00 0.21 1.2 0.047
12.650 0.000 1.43 0.00 0.21 1.2 0.047
12.667 0.000 1.44 0.00 0.21 1.2 0.047
12.683 0.000 1.44 0.00 0.21 1.3 0.047
12.700 0.000 1.44 0.00 0.21 1.3 0.048
12.717 0.000 1.44 0.00 0.21 1.3 0.048
12.733 0.000 1.45 0.00 0.21 1.3 0.048
12.750 0.000 1.45 0.00 0.21 1.3 0.048
12.767 0.000 1.45 0.00 0.22 1.3 0.049
12.783 0.000 1.45 0.00 0.22 1.3 0.049
12.800 0.000 1.46 0.00 0.22 1.3 0.049
12.817 0.000 1.46 0.00 0.22 1.3 0.049
12.833 0.000 1.46 0.00 0.22 1.3 0.049
12.850 0.000 1.47 0.00 0.22 1.3 0.050
12.867 0.000 1.48 0.00 0.22 1.3 0.050
12.883 0.000 1.48 0.00 0.22 1.3 0.050
12.900 0.000 1.49 0.00 0.22 1.3 0.050
12.917 0.000 1.49 0.00 0.22 1.3 0.051
12.933 0.000 1.50 0.00 0.22 1.3 0.051
12.950 0.000 1.50 0.00 0.23 1.4 0.051
12.967 0.000 1.51 0.00 0.23 1.4 0.051
12.983 0.000 1.51 0.00 0.23 1.4 0.051
13.000 0.000 1.52 0.00 0.23 1.4 0.052
13.017 0.000 1.53 0.00 0.23 1.4 0.052
13.033 0.000 1.53 0.00 0.23 1.4 0.052
13.050 0.000 1.54 0.00 0.23 1.4 0.052
13.067 0.000 1.54 0.00 0.23 1.4 0.052
13.083 0.000 1.55 0.00 0.23 1.4 0.053
13.100 0.000 1.55 0.00 0.23 1.4 0.053
13.117 0.000 1.55 0.00 0.23 1.4 0.053
13.133 0.000 1.56 0.00 0.24 1.4 0.053
13.150 0.000 1.56 0.00 0.24 1.4 0.053
13.167 0.000 1.56 0.00 0.24 1.4 0.054
13.183 0.000 1.57 0.00 0.24 1.4 0.054
13.200 0.000 1.57 0.00 0.24 1.4 0.054
13.217 0.000 1.57 0.00 0.24 1.4 0.054
13.233 0.000 1.58 0.00 0.24 1.4 0.054
13.250 0.000 1.58 0.00 0.24 1.4 0.055
13.267 0.000 1.58 0.00 0.24 1.5 0.055
13.283 0.000 1.59 0.00 0.24 1.5 0.055
13.300 0.000 1.59 0.00 0.24 1.5 0.055
13.317 0.000 1.59 0.00 0.24 1.5 0.055
13.333 0.000 1.60 0.00 0.25 1.5 0.055
13.350 0.000 1.60 0.00 0.25 1.5 0.056
13.367 0.000 1.61 0.00 0.25 1.5 0.056
13.383 0.000 1.61 0.00 0.25 1.5 0.056
13.400 0.000 1.62 0.00 0.25 1.5 0.056
13.417 0.000 1.63 0.00 0.25 1.5 0.056
13.433 0.000 1.64 0.00 0.25 1.5 0.057
13.450 0.000 1.64 0.00 0.25 1.5 0.057
13.467 0.000 1.65 0.00 0.25 1.5 0.057
13.483 0.000 1.66 0.00 0.25 1.5 0.057
13.500 0.000 1.66 0.00 0.25 1.5 0.057
13.517 0.000 1.67 0.00 0.25 1.5 0.058
13.533 0.000 1.68 0.00 0.26 1.5 0.058
13.550 0.000 1.69 0.00 0.26 1.5 0.058
13.567 0.000 1.69 0.00 0.26 1.5 0.058
13.583 0.000 1.70 0.00 0.26 1.5 0.058
13.600 0.000 1.71 0.00 0.26 1.6 0.059
13.617 0.000 1.72 0.00 0.26 1.6 0.059
13.633 0.000 1.72 0.00 0.26 1.6 0.059
13.650 0.000 1.72 0.00 0.26 1.6 0.059
13.667 0.000 1.73 0.00 0.26 1.6 0.059
13.683 0.000 1.73 0.00 0.26 1.6 0.060
13.700 0.000 1.74 0.00 0.26 1.6 0.060
13.717 0.000 1.74 0.00 0.27 1.6 0.060
13.733 0.000 1.75 0.00 0.27 1.6 0.060
13.750 0.000 1.75 0.00 0.27 1.6 0.060
13.767 0.000 1.75 0.00 0.27 1.6 0.061
13.783 0.000 1.76 0.00 0.27 1.6 0.061
13.800 0.000 1.76 0.00 0.27 1.6 0.061
13.817 0.000 1.77 0.00 0.27 1.6 0.061
13.833 0.000 1.77 0.00 0.27 1.6 0.061
13.850 0.000 1.78 0.00 0.27 1.6 0.062
13.867 0.000 1.78 0.00 0.27 1.6 0.062
13.883 0.000 1.79 0.00 0.27 1.6 0.062
13.900 0.000 1.80 0.00 0.28 1.7 0.062
13.917 0.000 1.81 0.00 0.28 1.7 0.062
13.933 0.000 1.82 0.00 0.28 1.7 0.063
13.950 0.000 1.83 0.00 0.28 1.7 0.063
13.967 0.000 1.84 0.00 0.28 1.7 0.063
13.983 0.000 1.85 0.00 0.28 1.7 0.063
14.000 0.000 1.87 0.00 0.28 1.7 0.064
14.017 0.000 1.88 0.00 0.28 1.7 0.064
14.033 0.000 1.89 0.00 0.28 1.7 0.064
14.050 0.000 1.90 0.00 0.29 1.7 0.064
14.067 0.000 1.91 0.00 0.29 1.7 0.065
14.083 0.000 1.92 0.00 0.29 1.7 0.065
14.100 0.000 1.93 0.00 0.29 1.7 0.065
14.117 0.000 1.95 0.00 0.29 1.7 0.066
14.133 0.000 1.96 0.00 0.29 1.7 0.066
14.150 0.000 1.97 0.00 0.29 1.8 0.066
14.167 0.000 1.98 0.00 0.29 1.8 0.066
14.183 0.000 1.99 0.00 0.30 1.8 0.067
14.200 0.000 2.00 0.00 0.30 1.8 0.067
14.217 0.000 2.01 0.00 0.30 1.8 0.067
14.233 0.000 2.02 0.00 0.30 1.8 0.068
14.250 0.000 2.03 0.00 0.30 1.8 0.068
14.267 0.000 2.04 0.00 0.30 1.8 0.068
14.283 0.000 2.05 0.00 0.30 1.8 0.069
14.300 0.000 2.05 0.00 0.30 1.8 0.069
14.317 0.000 2.06 0.00 0.31 1.8 0.069
14.333 0.000 2.07 0.00 0.31 1.8 0.070
14.350 0.000 2.08 0.00 0.31 1.9 0.070
14.367 0.000 2.09 0.00 0.31 1.9 0.070
14.383 0.000 2.10 0.00 0.31 1.9 0.071
14.400 0.000 2.11 0.00 0.31 1.9 0.071
14.417 0.000 2.12 0.00 0.31 1.9 0.071
14.433 0.000 2.14 0.00 0.32 1.9 0.072
14.450 0.000 2.15 0.00 0.32 1.9 0.072
14.467 0.000 2.17 0.00 0.32 1.9 0.072
14.483 0.000 2.19 0.00 0.32 1.9 0.073
14.500 0.000 2.20 0.00 0.32 1.9 0.073
14.517 0.000 2.22 0.00 0.32 1.9 0.073
14.533 0.000 2.23 0.00 0.33 2.0 0.074
14.550 0.000 2.25 0.00 0.33 2.0 0.074
14.567 0.000 2.26 0.00 0.33 2.0 0.074
14.583 0.000 2.28 0.00 0.33 2.0 0.075
14.600 0.000 2.30 0.00 0.33 2.0 0.075
14.617 0.000 2.31 0.00 0.34 2.0 0.076
14.633 0.000 2.33 0.00 0.34 2.0 0.076
14.650 0.000 2.34 0.00 0.34 2.0 0.077
14.667 0.000 2.36 0.00 0.34 2.0 0.077
14.683 0.000 2.37 0.00 0.34 2.1 0.077
14.700 0.000 2.38 0.00 0.34 2.1 0.078
14.717 0.000 2.39 0.00 0.35 2.1 0.078
14.733 0.000 2.40 0.00 0.35 2.1 0.079
14.750 0.000 2.41 0.00 0.35 2.1 0.079
14.767 0.000 2.42 0.00 0.35 2.1 0.080
14.783 0.000 2.43 0.00 0.35 2.1 0.080
14.800 0.000 2.44 0.00 0.36 2.1 0.081
14.817 0.000 2.45 0.00 0.36 2.1 0.081
14.833 0.000 2.46 0.00 0.36 2.2 0.081
14.850 0.000 2.47 0.00 0.36 2.2 0.082
14.867 0.000 2.48 0.00 0.36 2.2 0.082
14.883 0.000 2.49 0.00 0.37 2.2 0.083
14.900 0.000 2.50 0.00 0.37 2.2 0.083
14.917 0.000 2.51 0.00 0.37 2.2 0.083
14.933 0.000 2.52 0.00 0.37 2.2 0.084
14.950 0.000 2.54 0.00 0.37 2.2 0.084
14.967 0.000 2.57 0.00 0.38 2.2 0.085
14.983 0.000 2.60 0.00 0.38 2.3 0.085
15.000 0.000 2.63 0.00 0.38 2.3 0.086
15.017 0.000 2.65 0.00 0.38 2.3 0.086
15.033 0.000 2.68 0.00 0.38 2.3 0.087
15.050 0.000 2.71 0.00 0.39 2.3 0.087
15.067 0.000 2.74 0.00 0.39 2.3 0.088
15.083 0.000 2.77 0.00 0.39 2.3 0.088
15.100 0.000 2.80 0.00 0.39 2.4 0.089
15.117 0.000 2.82 0.00 0.40 2.4 0.090
15.133 0.000 2.85 0.00 0.40 2.4 0.090
15.150 0.000 2.88 0.00 0.40 2.4 0.091
15.167 0.000 2.91 0.00 0.41 2.4 0.092
15.183 0.000 2.94 0.00 0.41 2.4 0.092
15.200 0.000 2.97 0.00 0.41 2.5 0.093
15.217 0.000 2.99 0.00 0.41 2.5 0.094
15.233 0.000 3.01 0.00 0.42 2.5 0.094
15.250 0.000 3.03 0.00 0.42 2.5 0.095
15.267 0.000 3.05 0.00 0.42 2.5 0.096
15.283 0.000 3.08 0.00 0.43 2.6 0.097
15.300 0.000 3.10 0.00 0.43 2.6 0.097
15.317 0.000 3.12 0.00 0.43 2.6 0.098
15.333 0.000 3.14 0.00 0.44 2.6 0.099
15.350 0.000 3.16 0.00 0.44 2.6 0.099
15.367 0.000 3.18 0.00 0.44 2.7 0.100
15.383 0.000 3.20 0.00 0.45 2.7 0.101
15.400 0.000 3.22 0.00 0.45 2.7 0.102
15.417 0.000 3.24 0.00 0.45 2.7 0.102
15.433 0.000 3.26 0.00 0.46 2.7 0.103
15.450 0.000 3.29 0.00 0.46 2.7 0.104
15.467 0.000 3.31 0.00 0.46 2.8 0.105
15.483 0.000 3.39 0.00 0.47 2.8 0.105
15.500 0.000 3.57 0.00 0.47 2.8 0.107
15.517 0.000 3.76 0.00 0.48 2.8 0.108
15.533 0.000 3.94 0.00 0.48 2.9 0.109
15.550 0.000 4.12 0.00 0.49 2.9 0.111
15.567 0.000 4.30 0.00 0.50 3.0 0.113
15.583 0.000 4.48 0.00 0.50 3.0 0.115
15.600 0.000 4.67 0.00 0.51 3.1 0.117
15.617 0.000 4.85 0.00 0.51 3.2 0.119
15.633 0.000 5.03 0.00 0.52 3.4 0.121
15.650 0.000 5.21 0.00 0.53 3.5 0.124
15.667 0.000 5.39 0.00 0.53 3.6 0.126
15.683 0.000 5.57 0.00 0.54 3.7 0.129
15.700 0.000 5.76 0.00 0.55 3.9 0.131
15.717 0.000 5.94 0.00 0.55 4.0 0.134
15.733 0.000 6.12 0.00 0.56 4.1 0.137
15.750 0.000 6.53 0.00 0.57 4.3 0.140
15.767 0.000 7.23 0.00 0.58 4.4 0.144
15.783 0.000 7.93 0.00 0.59 4.7 0.148
15.800 0.000 8.63 0.00 0.60 4.9 0.153
15.817 0.000 9.33 0.00 0.61 5.2 0.159
15.833 0.000 10.02 0.00 0.63 5.5 0.165
15.850 0.000 10.72 0.00 0.65 5.8 0.172
15.867 0.000 11.42 0.00 0.67 6.1 0.179
15.883 0.000 12.12 0.00 0.68 6.5 0.187
15.900 0.000 12.82 0.00 0.70 6.9 0.195
15.917 0.000 13.52 0.00 0.73 7.3 0.204
15.933 0.000 14.21 0.00 0.75 7.8 0.213
15.950 0.000 14.91 0.00 0.77 8.2 0.222
15.967 0.000 15.61 0.00 0.79 8.7 0.231
15.983 0.000 16.31 0.00 0.82 9.2 0.241
16.000 0.000 17.01 0.00 0.84 9.7 0.251
16.017 0.000 19.82 0.00 0.88 10.3 0.264
16.033 0.000 24.75 0.00 0.92 11.1 0.283
16.050 0.000 29.68 0.00 0.98 12.1 0.308
16.067 0.000 34.61 0.00 1.04 13.6 0.337
16.083 0.000 39.55 0.00 1.10 15.3 0.370
16.100 0.000 44.48 0.00 1.17 17.3 0.407
16.117 0.000 49.41 0.00 1.25 19.6 0.448
16.133 0.000 54.34 0.00 1.33 22.0 0.493
16.150 0.000 59.27 0.00 1.42 24.7 0.541
16.167 0.000 64.20 0.00 1.51 27.5 0.591
16.183 0.000 69.13 0.00 1.61 30.4 0.644
16.200 0.000 74.06 0.00 1.71 33.6 0.700
16.217 0.000 78.99 0.00 1.82 36.8 0.758
16.233 0.000 83.92 0.00 1.93 40.2 0.819
16.250 0.000 88.86 0.00 2.04 43.2 0.881
16.267 0.000 96.01 0.00 2.14 45.0 0.952
16.283 0.000 92.81 0.00 2.24 45.9 1.016
16.300 0.000 87.01 0.00 2.32 46.8 1.072
16.317 0.000 81.20 0.00 2.39 47.5 1.118
16.333 0.000 75.39 0.00 2.45 48.1 1.156
16.350 0.000 69.59 0.00 2.49 48.6 1.185
16.367 0.000 63.78 0.00 2.52 48.9 1.205
16.383 0.000 57.98 0.00 2.54 49.1 1.217
16.400 0.000 52.17 0.00 2.55 49.3 1.221
16.417 0.000 46.37 0.00 2.54 49.3 1.217
16.433 0.000 40.56 0.00 2.52 49.1 1.205
16.450 0.000 34.75 0.00 2.49 48.9 1.186
16.467 0.000 28.95 0.00 2.45 48.6 1.159
16.483 0.000 23.14 0.00 2.40 48.2 1.124
16.500 0.000 17.34 0.00 2.34 47.6 1.083
16.517 0.000 11.53 0.00 2.26 47.0 1.034
16.533 0.000 5.75 0.00 2.18 46.3 0.978
16.550 0.000 3.38 0.00 2.09 45.5 0.920
16.567 0.000 3.34 0.00 2.01 44.6 0.863
16.583 0.000 3.29 0.00 1.91 42.8 0.809
16.600 0.000 3.25 0.00 1.82 39.9 0.758
16.617 0.000 3.21 0.00 1.73 37.1 0.712
16.633 0.000 3.17 0.00 1.65 34.6 0.668
16.650 0.000 3.13 0.00 1.58 32.2 0.628
16.667 0.000 3.08 0.00 1.51 30.0 0.591
16.683 0.000 3.04 0.00 1.45 27.9 0.557
16.700 0.000 3.00 0.00 1.39 26.1 0.525
16.717 0.000 2.96 0.00 1.33 24.3 0.496
16.733 0.000 2.91 0.00 1.28 22.7 0.469
16.750 0.000 2.87 0.00 1.24 21.2 0.443
16.767 0.000 2.83 0.00 1.19 19.8 0.420
16.783 0.000 2.79 0.00 1.16 18.5 0.398
16.800 0.000 2.75 0.00 1.12 17.3 0.378
16.817 0.000 2.71 0.00 1.08 16.2 0.360
16.833 0.000 2.68 0.00 1.05 15.2 0.342
16.850 0.000 2.65 0.00 1.02 14.2 0.326
16.867 0.000 2.62 0.00 0.99 13.4 0.312
16.883 0.000 2.59 0.00 0.96 12.6 0.298
16.900 0.000 2.56 0.00 0.93 11.9 0.285
16.917 0.000 2.52 0.00 0.90 11.3 0.273
16.933 0.000 2.49 0.00 0.87 10.7 0.261
16.950 0.000 2.46 0.00 0.84 10.2 0.251
16.967 0.000 2.43 0.00 0.82 9.7 0.241
16.983 0.000 2.40 0.00 0.79 9.2 0.232
17.000 0.000 2.37 0.00 0.77 8.7 0.223
17.017 0.000 2.34 0.00 0.75 8.3 0.215
17.033 0.000 2.31 0.00 0.73 7.9 0.207
17.050 0.000 2.27 0.00 0.72 7.5 0.200
17.067 0.000 2.24 0.00 0.70 7.2 0.193
17.083 0.000 2.22 0.00 0.68 6.8 0.187
17.100 0.000 2.19 0.00 0.67 6.5 0.181
17.117 0.000 2.17 0.00 0.65 6.2 0.175
17.133 0.000 2.15 0.00 0.64 6.0 0.170
17.150 0.000 2.12 0.00 0.63 5.7 0.165
17.167 0.000 2.10 0.00 0.62 5.5 0.160
17.183 0.000 2.08 0.00 0.61 5.2 0.156
17.200 0.000 2.05 0.00 0.60 5.0 0.152
17.217 0.000 2.03 0.00 0.59 4.8 0.148
17.233 0.000 2.01 0.00 0.58 4.6 0.144
17.250 0.000 1.98 0.00 0.57 4.5 0.141
17.267 0.000 1.96 0.00 0.56 4.3 0.137
17.283 0.000 1.94 0.00 0.55 4.1 0.134
17.300 0.000 1.91 0.00 0.55 4.0 0.132
17.317 0.000 1.89 0.00 0.54 3.9 0.129
17.333 0.000 1.87 0.00 0.53 3.7 0.126
17.350 0.000 1.85 0.00 0.53 3.6 0.124
17.367 0.000 1.84 0.00 0.52 3.5 0.122
17.383 0.000 1.82 0.00 0.52 3.4 0.119
17.400 0.000 1.81 0.00 0.51 3.3 0.117
17.417 0.000 1.80 0.00 0.51 3.2 0.116
17.433 0.000 1.79 0.00 0.50 3.1 0.114
17.450 0.000 1.77 0.00 0.50 3.0 0.112
17.467 0.000 1.76 0.00 0.49 3.0 0.110
17.483 0.000 1.75 0.00 0.48 2.9 0.109
17.500 0.000 1.73 0.00 0.47 2.9 0.107
17.517 0.000 1.72 0.00 0.47 2.8 0.106
17.533 0.000 1.71 0.00 0.46 2.8 0.104
17.550 0.000 1.70 0.00 0.45 2.7 0.103
17.567 0.000 1.68 0.00 0.45 2.7 0.101
17.583 0.000 1.67 0.00 0.44 2.7 0.100
17.600 0.000 1.66 0.00 0.44 2.6 0.099
17.617 0.000 1.65 0.00 0.43 2.6 0.097
17.633 0.000 1.64 0.00 0.42 2.6 0.096
17.650 0.000 1.63 0.00 0.42 2.5 0.095
17.667 0.000 1.62 0.00 0.41 2.5 0.094
17.683 0.000 1.61 0.00 0.41 2.5 0.092
17.700 0.000 1.60 0.00 0.40 2.4 0.091
17.717 0.000 1.59 0.00 0.40 2.4 0.090
17.733 0.000 1.58 0.00 0.39 2.4 0.089
17.750 0.000 1.57 0.00 0.39 2.3 0.088
17.767 0.000 1.56 0.00 0.38 2.3 0.087
17.783 0.000 1.55 0.00 0.38 2.3 0.086
17.800 0.000 1.54 0.00 0.38 2.3 0.085
17.817 0.000 1.53 0.00 0.37 2.2 0.084
17.833 0.000 1.52 0.00 0.37 2.2 0.083
17.850 0.000 1.51 0.00 0.36 2.2 0.082
17.867 0.000 1.50 0.00 0.36 2.2 0.081
17.883 0.000 1.50 0.00 0.35 2.1 0.080
17.900 0.000 1.49 0.00 0.35 2.1 0.079
17.917 0.000 1.48 0.00 0.35 2.1 0.079
17.933 0.000 1.47 0.00 0.34 2.1 0.078
17.950 0.000 1.47 0.00 0.34 2.1 0.077
17.967 0.000 1.46 0.00 0.34 2.0 0.076
17.983 0.000 1.45 0.00 0.33 2.0 0.075
18.000 0.000 1.44 0.00 0.33 2.0 0.075
18.017 0.000 1.44 0.00 0.33 2.0 0.074
18.033 0.000 1.43 0.00 0.32 2.0 0.073
18.050 0.000 1.42 0.00 0.32 1.9 0.072
18.067 0.000 1.41 0.00 0.32 1.9 0.072
18.083 0.000 1.41 0.00 0.31 1.9 0.071
18.100 0.000 1.40 0.00 0.31 1.9 0.070
18.117 0.000 1.39 0.00 0.31 1.9 0.070
18.133 0.000 1.38 0.00 0.31 1.8 0.069
18.150 0.000 1.37 0.00 0.30 1.8 0.068
18.167 0.000 1.34 0.00 0.30 1.8 0.068
18.183 0.000 1.32 0.00 0.30 1.8 0.067
18.200 0.000 1.30 0.00 0.29 1.8 0.067
18.217 0.000 1.28 0.00 0.29 1.8 0.066
18.233 0.000 1.26 0.00 0.29 1.7 0.065
18.250 0.000 1.24 0.00 0.29 1.7 0.065
18.267 0.000 1.22 0.00 0.28 1.7 0.064
18.283 0.000 1.20 0.00 0.28 1.7 0.063
18.300 0.000 1.18 0.00 0.28 1.7 0.063
18.317 0.000 1.16 0.00 0.27 1.7 0.062
18.333 0.000 1.14 0.00 0.27 1.6 0.061
18.350 0.000 1.12 0.00 0.27 1.6 0.061
18.367 0.000 1.10 0.00 0.26 1.6 0.060
18.383 0.000 1.08 0.00 0.26 1.6 0.059
18.400 0.000 1.06 0.00 0.26 1.6 0.058
18.417 0.000 1.05 0.00 0.26 1.5 0.058
18.433 0.000 1.04 0.00 0.25 1.5 0.057
18.450 0.000 1.04 0.00 0.25 1.5 0.056
18.467 0.000 1.04 0.00 0.25 1.5 0.056
18.483 0.000 1.03 0.00 0.24 1.5 0.055
18.500 0.000 1.03 0.00 0.24 1.5 0.055
18.517 0.000 1.02 0.00 0.24 1.4 0.054
18.533 0.000 1.02 0.00 0.24 1.4 0.053
18.550 0.000 1.01 0.00 0.23 1.4 0.053
18.567 0.000 1.01 0.00 0.23 1.4 0.052
18.583 0.000 1.00 0.00 0.23 1.4 0.052
18.600 0.000 1.00 0.00 0.23 1.4 0.051
18.617 0.000 0.99 0.00 0.22 1.4 0.051
18.633 0.000 0.99 0.00 0.22 1.3 0.050
18.650 0.000 0.98 0.00 0.22 1.3 0.050
18.667 0.000 0.98 0.00 0.22 1.3 0.049
18.683 0.000 0.98 0.00 0.22 1.3 0.049
18.700 0.000 0.97 0.00 0.21 1.3 0.049
18.717 0.000 0.97 0.00 0.21 1.3 0.048
18.733 0.000 0.96 0.00 0.21 1.3 0.048
18.750 0.000 0.96 0.00 0.21 1.3 0.047
18.767 0.000 0.96 0.00 0.21 1.2 0.047
18.783 0.000 0.95 0.00 0.21 1.2 0.046
18.800 0.000 0.95 0.00 0.20 1.2 0.046
18.817 0.000 0.95 0.00 0.20 1.2 0.046
18.833 0.000 0.94 0.00 0.20 1.2 0.045
18.850 0.000 0.94 0.00 0.20 1.2 0.045
18.867 0.000 0.93 0.00 0.20 1.2 0.045
18.883 0.000 0.93 0.00 0.20 1.2 0.044
18.900 0.000 0.93 0.00 0.19 1.2 0.044
18.917 0.000 0.92 0.00 0.19 1.2 0.044
18.933 0.000 0.92 0.00 0.19 1.2 0.043
18.950 0.000 0.92 0.00 0.19 1.1 0.043
18.967 0.000 0.91 0.00 0.19 1.1 0.043
18.983 0.000 0.91 0.00 0.19 1.1 0.042
19.000 0.000 0.91 0.00 0.19 1.1 0.042
19.017 0.000 0.90 0.00 0.18 1.1 0.042
19.033 0.000 0.90 0.00 0.18 1.1 0.041
19.050 0.000 0.90 0.00 0.18 1.1 0.041
19.067 0.000 0.89 0.00 0.18 1.1 0.041
19.083 0.000 0.89 0.00 0.18 1.1 0.041
19.100 0.000 0.89 0.00 0.18 1.1 0.040
19.117 0.000 0.88 0.00 0.18 1.1 0.040
19.133 0.000 0.88 0.00 0.18 1.1 0.040
19.150 0.000 0.88 0.00 0.18 1.1 0.040
19.167 0.000 0.87 0.00 0.17 1.0 0.039
19.183 0.000 0.87 0.00 0.17 1.0 0.039
19.200 0.000 0.87 0.00 0.17 1.0 0.039
19.217 0.000 0.86 0.00 0.17 1.0 0.039
19.233 0.000 0.86 0.00 0.17 1.0 0.038
19.250 0.000 0.86 0.00 0.17 1.0 0.038
19.267 0.000 0.85 0.00 0.17 1.0 0.038
19.283 0.000 0.85 0.00 0.17 1.0 0.038
19.300 0.000 0.85 0.00 0.17 1.0 0.038
19.317 0.000 0.85 0.00 0.17 1.0 0.037
19.333 0.000 0.84 0.00 0.16 1.0 0.037
19.350 0.000 0.84 0.00 0.16 1.0 0.037
19.367 0.000 0.84 0.00 0.16 1.0 0.037
19.383 0.000 0.83 0.00 0.16 1.0 0.037
19.400 0.000 0.83 0.00 0.16 1.0 0.036
19.417 0.000 0.83 0.00 0.16 1.0 0.036
19.433 0.000 0.83 0.00 0.16 1.0 0.036
19.450 0.000 0.82 0.00 0.16 1.0 0.036
19.467 0.000 0.82 0.00 0.16 0.9 0.036
19.483 0.000 0.82 0.00 0.16 0.9 0.036
19.500 0.000 0.82 0.00 0.16 0.9 0.035
19.517 0.000 0.81 0.00 0.16 0.9 0.035
19.533 0.000 0.81 0.00 0.15 0.9 0.035
19.550 0.000 0.81 0.00 0.15 0.9 0.035
19.567 0.000 0.81 0.00 0.15 0.9 0.035
19.583 0.000 0.80 0.00 0.15 0.9 0.035
19.600 0.000 0.80 0.00 0.15 0.9 0.034
19.617 0.000 0.80 0.00 0.15 0.9 0.034
19.633 0.000 0.80 0.00 0.15 0.9 0.034
19.650 0.000 0.79 0.00 0.15 0.9 0.034
19.667 0.000 0.79 0.00 0.15 0.9 0.034
19.683 0.000 0.79 0.00 0.15 0.9 0.034
19.700 0.000 0.79 0.00 0.15 0.9 0.033
19.717 0.000 0.78 0.00 0.15 0.9 0.033
19.733 0.000 0.78 0.00 0.15 0.9 0.033
19.750 0.000 0.78 0.00 0.15 0.9 0.033
19.767 0.000 0.78 0.00 0.15 0.9 0.033
19.783 0.000 0.77 0.00 0.15 0.9 0.033
19.800 0.000 0.77 0.00 0.14 0.9 0.033
19.817 0.000 0.77 0.00 0.14 0.9 0.033
19.833 0.000 0.77 0.00 0.14 0.9 0.032
19.850 0.000 0.77 0.00 0.14 0.9 0.032
19.867 0.000 0.76 0.00 0.14 0.9 0.032
19.883 0.000 0.76 0.00 0.14 0.9 0.032
19.900 0.000 0.76 0.00 0.14 0.8 0.032
19.917 0.000 0.76 0.00 0.14 0.8 0.032
19.933 0.000 0.75 0.00 0.14 0.8 0.032
19.950 0.000 0.75 0.00 0.14 0.8 0.032
19.967 0.000 0.75 0.00 0.14 0.8 0.031
19.983 0.000 0.75 0.00 0.14 0.8 0.031
20.000 0.000 0.75 0.00 0.14 0.8 0.031
20.017 0.000 0.74 0.00 0.14 0.8 0.031
20.033 0.000 0.74 0.00 0.14 0.8 0.031
20.050 0.000 0.74 0.00 0.14 0.8 0.031
20.067 0.000 0.74 0.00 0.14 0.8 0.031
20.083 0.000 0.74 0.00 0.14 0.8 0.031
20.100 0.000 0.73 0.00 0.14 0.8 0.031
20.117 0.000 0.73 0.00 0.13 0.8 0.030
20.133 0.000 0.73 0.00 0.13 0.8 0.030
20.150 0.000 0.73 0.00 0.13 0.8 0.030
20.167 0.000 0.73 0.00 0.13 0.8 0.030
20.183 0.000 0.72 0.00 0.13 0.8 0.030
20.200 0.000 0.72 0.00 0.13 0.8 0.030
20.217 0.000 0.72 0.00 0.13 0.8 0.030
20.233 0.000 0.72 0.00 0.13 0.8 0.030
20.250 0.000 0.72 0.00 0.13 0.8 0.030
20.267 0.000 0.71 0.00 0.13 0.8 0.030
20.283 0.000 0.71 0.00 0.13 0.8 0.029
20.300 0.000 0.71 0.00 0.13 0.8 0.029
20.317 0.000 0.71 0.00 0.13 0.8 0.029
20.333 0.000 0.71 0.00 0.13 0.8 0.029
20.350 0.000 0.71 0.00 0.13 0.8 0.029
20.367 0.000 0.70 0.00 0.13 0.8 0.029
20.383 0.000 0.70 0.00 0.13 0.8 0.029
20.400 0.000 0.70 0.00 0.13 0.8 0.029
20.417 0.000 0.70 0.00 0.13 0.8 0.029
20.433 0.000 0.70 0.00 0.13 0.8 0.029
20.450 0.000 0.70 0.00 0.13 0.8 0.029
20.467 0.000 0.69 0.00 0.13 0.8 0.028
20.483 0.000 0.69 0.00 0.13 0.8 0.028
20.500 0.000 0.69 0.00 0.13 0.8 0.028
20.517 0.000 0.69 0.00 0.12 0.7 0.028
20.533 0.000 0.69 0.00 0.12 0.7 0.028
20.550 0.000 0.69 0.00 0.12 0.7 0.028
20.567 0.000 0.68 0.00 0.12 0.7 0.028
20.583 0.000 0.68 0.00 0.12 0.7 0.028
20.600 0.000 0.68 0.00 0.12 0.7 0.028
20.617 0.000 0.68 0.00 0.12 0.7 0.028
20.633 0.000 0.68 0.00 0.12 0.7 0.028
20.650 0.000 0.68 0.00 0.12 0.7 0.028
20.667 0.000 0.67 0.00 0.12 0.7 0.027
20.683 0.000 0.67 0.00 0.12 0.7 0.027
20.700 0.000 0.67 0.00 0.12 0.7 0.027
20.717 0.000 0.67 0.00 0.12 0.7 0.027
20.733 0.000 0.67 0.00 0.12 0.7 0.027
20.750 0.000 0.67 0.00 0.12 0.7 0.027
20.767 0.000 0.66 0.00 0.12 0.7 0.027
20.783 0.000 0.66 0.00 0.12 0.7 0.027
20.800 0.000 0.66 0.00 0.12 0.7 0.027
20.817 0.000 0.66 0.00 0.12 0.7 0.027
20.833 0.000 0.66 0.00 0.12 0.7 0.027
20.850 0.000 0.66 0.00 0.12 0.7 0.027
20.867 0.000 0.66 0.00 0.12 0.7 0.027
20.883 0.000 0.65 0.00 0.12 0.7 0.027
20.900 0.000 0.65 0.00 0.12 0.7 0.026
20.917 0.000 0.65 0.00 0.12 0.7 0.026
20.933 0.000 0.65 0.00 0.12 0.7 0.026
20.950 0.000 0.65 0.00 0.12 0.7 0.026
20.967 0.000 0.65 0.00 0.12 0.7 0.026
20.983 0.000 0.65 0.00 0.12 0.7 0.026
21.000 0.000 0.64 0.00 0.12 0.7 0.026
21.017 0.000 0.64 0.00 0.11 0.7 0.026
21.033 0.000 0.64 0.00 0.11 0.7 0.026
21.050 0.000 0.64 0.00 0.11 0.7 0.026
21.067 0.000 0.64 0.00 0.11 0.7 0.026
21.083 0.000 0.64 0.00 0.11 0.7 0.026
21.100 0.000 0.64 0.00 0.11 0.7 0.026
21.117 0.000 0.63 0.00 0.11 0.7 0.026
21.133 0.000 0.63 0.00 0.11 0.7 0.026
21.150 0.000 0.63 0.00 0.11 0.7 0.025
21.167 0.000 0.63 0.00 0.11 0.7 0.025
21.183 0.000 0.63 0.00 0.11 0.7 0.025
21.200 0.000 0.63 0.00 0.11 0.7 0.025
21.217 0.000 0.63 0.00 0.11 0.7 0.025
21.233 0.000 0.63 0.00 0.11 0.7 0.025
21.250 0.000 0.62 0.00 0.11 0.7 0.025
21.267 0.000 0.62 0.00 0.11 0.7 0.025
21.283 0.000 0.62 0.00 0.11 0.7 0.025
21.300 0.000 0.62 0.00 0.11 0.7 0.025
21.317 0.000 0.62 0.00 0.11 0.7 0.025
21.333 0.000 0.62 0.00 0.11 0.7 0.025
21.350 0.000 0.62 0.00 0.11 0.7 0.025
21.367 0.000 0.61 0.00 0.11 0.7 0.025
21.383 0.000 0.61 0.00 0.11 0.7 0.025
21.400 0.000 0.61 0.00 0.11 0.7 0.025
21.417 0.000 0.61 0.00 0.11 0.7 0.025
21.433 0.000 0.61 0.00 0.11 0.7 0.024
21.450 0.000 0.61 0.00 0.11 0.6 0.024
21.467 0.000 0.61 0.00 0.11 0.6 0.024
21.483 0.000 0.61 0.00 0.11 0.6 0.024
21.500 0.000 0.61 0.00 0.11 0.6 0.024
21.517 0.000 0.60 0.00 0.11 0.6 0.024
21.533 0.000 0.60 0.00 0.11 0.6 0.024
21.550 0.000 0.60 0.00 0.11 0.6 0.024
21.567 0.000 0.60 0.00 0.11 0.6 0.024
21.583 0.000 0.60 0.00 0.11 0.6 0.024
21.600 0.000 0.60 0.00 0.11 0.6 0.024
21.617 0.000 0.60 0.00 0.11 0.6 0.024
21.633 0.000 0.60 0.00 0.11 0.6 0.024
21.650 0.000 0.59 0.00 0.11 0.6 0.024
21.667 0.000 0.59 0.00 0.10 0.6 0.024
21.683 0.000 0.59 0.00 0.10 0.6 0.024
21.700 0.000 0.59 0.00 0.10 0.6 0.024
21.717 0.000 0.59 0.00 0.10 0.6 0.024
21.733 0.000 0.59 0.00 0.10 0.6 0.024
21.750 0.000 0.59 0.00 0.10 0.6 0.023
21.767 0.000 0.59 0.00 0.10 0.6 0.023
21.783 0.000 0.59 0.00 0.10 0.6 0.023
21.800 0.000 0.58 0.00 0.10 0.6 0.023
21.817 0.000 0.58 0.00 0.10 0.6 0.023
21.833 0.000 0.58 0.00 0.10 0.6 0.023
21.850 0.000 0.58 0.00 0.10 0.6 0.023
21.867 0.000 0.58 0.00 0.10 0.6 0.023
21.883 0.000 0.58 0.00 0.10 0.6 0.023
21.900 0.000 0.58 0.00 0.10 0.6 0.023
21.917 0.000 0.58 0.00 0.10 0.6 0.023
21.933 0.000 0.58 0.00 0.10 0.6 0.023
21.950 0.000 0.57 0.00 0.10 0.6 0.023
21.967 0.000 0.57 0.00 0.10 0.6 0.023
21.983 0.000 0.57 0.00 0.10 0.6 0.023
22.000 0.000 0.57 0.00 0.10 0.6 0.023
22.017 0.000 0.57 0.00 0.10 0.6 0.023
22.033 0.000 0.57 0.00 0.10 0.6 0.023
22.050 0.000 0.57 0.00 0.10 0.6 0.023
22.067 0.000 0.57 0.00 0.10 0.6 0.023
22.083 0.000 0.57 0.00 0.10 0.6 0.023
22.100 0.000 0.57 0.00 0.10 0.6 0.022
22.117 0.000 0.56 0.00 0.10 0.6 0.022
22.133 0.000 0.56 0.00 0.10 0.6 0.022
22.150 0.000 0.56 0.00 0.10 0.6 0.022
22.167 0.000 0.56 0.00 0.10 0.6 0.022
22.183 0.000 0.56 0.00 0.10 0.6 0.022
22.200 0.000 0.56 0.00 0.10 0.6 0.022
22.216 0.000 0.56 0.00 0.10 0.6 0.022
22.233 0.000 0.56 0.00 0.10 0.6 0.022
22.250 0.000 0.56 0.00 0.10 0.6 0.022
22.266 0.000 0.56 0.00 0.10 0.6 0.022
22.283 0.000 0.55 0.00 0.10 0.6 0.022
22.300 0.000 0.55 0.00 0.10 0.6 0.022
22.316 0.000 0.55 0.00 0.10 0.6 0.022
22.333 0.000 0.55 0.00 0.10 0.6 0.022
22.350 0.000 0.55 0.00 0.10 0.6 0.022
22.366 0.000 0.55 0.00 0.10 0.6 0.022
22.383 0.000 0.55 0.00 0.10 0.6 0.022
22.400 0.000 0.55 0.00 0.10 0.6 0.022
22.416 0.000 0.55 0.00 0.10 0.6 0.022
22.433 0.000 0.55 0.00 0.10 0.6 0.022
22.450 0.000 0.55 0.00 0.10 0.6 0.022
22.466 0.000 0.54 0.00 0.10 0.6 0.022
22.483 0.000 0.54 0.00 0.10 0.6 0.022
22.500 0.000 0.54 0.00 0.10 0.6 0.021
22.516 0.000 0.54 0.00 0.09 0.6 0.021
22.533 0.000 0.54 0.00 0.09 0.6 0.021
22.550 0.000 0.54 0.00 0.09 0.6 0.021
22.566 0.000 0.54 0.00 0.09 0.6 0.021
22.583 0.000 0.54 0.00 0.09 0.6 0.021
22.600 0.000 0.54 0.00 0.09 0.6 0.021
22.616 0.000 0.54 0.00 0.09 0.6 0.021
22.633 0.000 0.54 0.00 0.09 0.6 0.021
22.650 0.000 0.53 0.00 0.09 0.6 0.021
22.666 0.000 0.53 0.00 0.09 0.6 0.021
22.683 0.000 0.53 0.00 0.09 0.6 0.021
22.700 0.000 0.53 0.00 0.09 0.6 0.021
22.716 0.000 0.53 0.00 0.09 0.6 0.021
22.733 0.000 0.53 0.00 0.09 0.6 0.021
22.750 0.000 0.53 0.00 0.09 0.6 0.021
22.766 0.000 0.53 0.00 0.09 0.6 0.021
22.783 0.000 0.53 0.00 0.09 0.6 0.021
22.800 0.000 0.53 0.00 0.09 0.6 0.021
22.816 0.000 0.53 0.00 0.09 0.6 0.021
22.833 0.000 0.53 0.00 0.09 0.6 0.021
22.850 0.000 0.52 0.00 0.09 0.6 0.021
22.866 0.000 0.52 0.00 0.09 0.5 0.021
22.883 0.000 0.52 0.00 0.09 0.5 0.021
22.900 0.000 0.52 0.00 0.09 0.5 0.021
22.916 0.000 0.52 0.00 0.09 0.5 0.021
22.933 0.000 0.52 0.00 0.09 0.5 0.021
22.950 0.000 0.52 0.00 0.09 0.5 0.021
22.966 0.000 0.52 0.00 0.09 0.5 0.020
22.983 0.000 0.52 0.00 0.09 0.5 0.020
23.000 0.000 0.52 0.00 0.09 0.5 0.020
23.016 0.000 0.52 0.00 0.09 0.5 0.020
23.033 0.000 0.52 0.00 0.09 0.5 0.020
23.050 0.000 0.51 0.00 0.09 0.5 0.020
23.066 0.000 0.51 0.00 0.09 0.5 0.020
23.083 0.000 0.51 0.00 0.09 0.5 0.020
23.100 0.000 0.51 0.00 0.09 0.5 0.020
23.116 0.000 0.51 0.00 0.09 0.5 0.020
23.133 0.000 0.51 0.00 0.09 0.5 0.020
23.150 0.000 0.51 0.00 0.09 0.5 0.020
23.166 0.000 0.51 0.00 0.09 0.5 0.020
23.183 0.000 0.51 0.00 0.09 0.5 0.020
23.200 0.000 0.51 0.00 0.09 0.5 0.020
23.216 0.000 0.51 0.00 0.09 0.5 0.020
23.233 0.000 0.51 0.00 0.09 0.5 0.020
23.250 0.000 0.51 0.00 0.09 0.5 0.020
23.266 0.000 0.50 0.00 0.09 0.5 0.020
23.283 0.000 0.50 0.00 0.09 0.5 0.020
23.300 0.000 0.50 0.00 0.09 0.5 0.020
23.316 0.000 0.50 0.00 0.09 0.5 0.020
23.333 0.000 0.50 0.00 0.09 0.5 0.020
23.350 0.000 0.50 0.00 0.09 0.5 0.020
23.366 0.000 0.50 0.00 0.09 0.5 0.020
23.383 0.000 0.50 0.00 0.09 0.5 0.020
23.400 0.000 0.50 0.00 0.09 0.5 0.020
23.416 0.000 0.50 0.00 0.09 0.5 0.020
23.433 0.000 0.50 0.00 0.09 0.5 0.020
23.450 0.000 0.50 0.00 0.09 0.5 0.020
23.466 0.000 0.50 0.00 0.09 0.5 0.019
23.483 0.000 0.50 0.00 0.09 0.5 0.019
23.500 0.000 0.49 0.00 0.09 0.5 0.019
23.516 0.000 0.49 0.00 0.09 0.5 0.019
23.533 0.000 0.49 0.00 0.09 0.5 0.019
23.550 0.000 0.49 0.00 0.09 0.5 0.019
23.566 0.000 0.49 0.00 0.09 0.5 0.019
23.583 0.000 0.49 0.00 0.09 0.5 0.019
23.600 0.000 0.49 0.00 0.09 0.5 0.019
23.616 0.000 0.49 0.00 0.09 0.5 0.019
23.633 0.000 0.49 0.00 0.08 0.5 0.019
23.650 0.000 0.49 0.00 0.08 0.5 0.019
23.666 0.000 0.49 0.00 0.08 0.5 0.019
23.683 0.000 0.49 0.00 0.08 0.5 0.019
23.700 0.000 0.49 0.00 0.08 0.5 0.019
23.716 0.000 0.49 0.00 0.08 0.5 0.019
23.733 0.000 0.48 0.00 0.08 0.5 0.019
23.750 0.000 0.48 0.00 0.08 0.5 0.019
23.766 0.000 0.48 0.00 0.08 0.5 0.019
23.783 0.000 0.48 0.00 0.08 0.5 0.019
23.800 0.000 0.48 0.00 0.08 0.5 0.019
23.816 0.000 0.48 0.00 0.08 0.5 0.019
23.833 0.000 0.48 0.00 0.08 0.5 0.019
23.850 0.000 0.48 0.00 0.08 0.5 0.019
23.866 0.000 0.48 0.00 0.08 0.5 0.019
23.883 0.000 0.48 0.00 0.08 0.5 0.019
23.900 0.000 0.48 0.00 0.08 0.5 0.019
23.916 0.000 0.48 0.00 0.08 0.5 0.019
23.933 0.000 0.48 0.00 0.08 0.5 0.019
23.950 0.000 0.48 0.00 0.08 0.5 0.019
23.966 0.000 0.48 0.00 0.08 0.5 0.019
23.983 0.000 0.47 0.00 0.08 0.5 0.019
24.000 0.000 0.45 0.00 0.08 0.5 0.019
24.016 0.000 0.42 0.00 0.08 0.5 0.018
24.033 0.000 0.39 0.00 0.08 0.5 0.018
24.050 0.000 0.36 0.00 0.08 0.5 0.018
24.066 0.000 0.33 0.00 0.08 0.5 0.018
24.083 0.000 0.30 0.00 0.08 0.5 0.018
24.100 0.000 0.27 0.00 0.08 0.5 0.017
24.116 0.000 0.24 0.00 0.08 0.5 0.017
24.133 0.000 0.21 0.00 0.07 0.4 0.017
24.150 0.000 0.18 0.00 0.07 0.4 0.016
24.166 0.000 0.15 0.00 0.07 0.4 0.016
24.183 0.000 0.12 0.00 0.07 0.4 0.016
24.200 0.000 0.09 0.00 0.07 0.4 0.015
24.216 0.000 0.06 0.00 0.06 0.4 0.015
24.233 0.000 0.03 0.00 0.06 0.4 0.014
24.250 0.000 0.00 0.00 0.06 0.4 0.014
24.266 0.000 0.00 0.00 0.06 0.4 0.013
24.283 0.000 0.00 0.00 0.06 0.3 0.013
24.300 0.000 0.00 0.00 0.05 0.3 0.012
24.316 0.000 0.00 0.00 0.05 0.3 0.012
24.333 0.000 0.00 0.00 0.05 0.3 0.011
24.350 0.000 0.00 0.00 0.05 0.3 0.011
24.366 0.000 0.00 0.00 0.05 0.3 0.011
24.383 0.000 0.00 0.00 0.05 0.3 0.010
24.400 0.000 0.00 0.00 0.04 0.3 0.010
24.416 0.000 0.00 0.00 0.04 0.3 0.009
24.433 0.000 0.00 0.00 0.04 0.2 0.009
24.450 0.000 0.00 0.00 0.04 0.2 0.009
24.466 0.000 0.00 0.00 0.04 0.2 0.009
24.483 0.000 0.00 0.00 0.04 0.2 0.008
24.500 0.000 0.00 0.00 0.04 0.2 0.008
24.516 0.000 0.00 0.00 0.03 0.2 0.008
24.533 0.000 0.00 0.00 0.03 0.2 0.007
24.550 0.000 0.00 0.00 0.03 0.2 0.007
24.566 0.000 0.00 0.00 0.03 0.2 0.007
24.583 0.000 0.00 0.00 0.03 0.2 0.007
24.600 0.000 0.00 0.00 0.03 0.2 0.006
24.616 0.000 0.00 0.00 0.03 0.2 0.006
24.633 0.000 0.00 0.00 0.03 0.2 0.006
24.650 0.000 0.00 0.00 0.03 0.2 0.006
24.666 0.000 0.00 0.00 0.02 0.1 0.005
24.683 0.000 0.00 0.00 0.02 0.1 0.005
24.700 0.000 0.00 0.00 0.02 0.1 0.005
24.716 0.000 0.00 0.00 0.02 0.1 0.005
24.733 0.000 0.00 0.00 0.02 0.1 0.005
24.750 0.000 0.00 0.00 0.02 0.1 0.005
24.766 0.000 0.00 0.00 0.02 0.1 0.004
24.783 0.000 0.00 0.00 0.02 0.1 0.004
24.800 0.000 0.00 0.00 0.02 0.1 0.004
24.816 0.000 0.00 0.00 0.02 0.1 0.004
24.833 0.000 0.00 0.00 0.02 0.1 0.004
24.850 0.000 0.00 0.00 0.02 0.1 0.004
24.866 0.000 0.00 0.00 0.02 0.1 0.004
24.883 0.000 0.00 0.00 0.02 0.1 0.003
24.900 0.000 0.00 0.00 0.01 0.1 0.003
24.916 0.000 0.00 0.00 0.01 0.1 0.003
24.933 0.000 0.00 0.00 0.01 0.1 0.003
24.950 0.000 0.00 0.00 0.01 0.1 0.003
24.966 0.000 0.00 0.00 0.01 0.1 0.003
24.983 0.000 0.00 0.00 0.01 0.1 0.003
25.000 0.000 0.00 0.00 0.01 0.1 0.003
25.016 0.000 0.00 0.00 0.01 0.1 0.003
25.033 0.000 0.00 0.00 0.01 0.1 0.002
25.050 0.000 0.00 0.00 0.01 0.1 0.002
25.066 0.000 0.00 0.00 0.01 0.1 0.002
25.083 0.000 0.00 0.00 0.01 0.1 0.002
25.100 0.000 0.00 0.00 0.01 0.1 0.002
25.116 0.000 0.00 0.00 0.01 0.1 0.002
25.133 0.000 0.00 0.00 0.01 0.1 0.002
25.150 0.000 0.00 0.00 0.01 0.1 0.002
25.166 0.000 0.00 0.00 0.01 0.0 0.002
25.183 0.000 0.00 0.00 0.01 0.0 0.002
25.200 0.000 0.00 0.00 0.01 0.0 0.002
25.216 0.000 0.00 0.00 0.01 0.0 0.002
25.233 0.000 0.00 0.00 0.01 0.0 0.002
25.250 0.000 0.00 0.00 0.01 0.0 0.002
25.266 0.000 0.00 0.00 0.01 0.0 0.001
25.283 0.000 0.00 0.00 0.01 0.0 0.001
25.300 0.000 0.00 0.00 0.01 0.0 0.001
25.316 0.000 0.00 0.00 0.01 0.0 0.001
25.333 0.000 0.00 0.00 0.01 0.0 0.001
25.350 0.000 0.00 0.00 0.01 0.0 0.001
25.366 0.000 0.00 0.00 0.01 0.0 0.001
25.383 0.000 0.00 0.00 0.01 0.0 0.001
25.400 0.000 0.00 0.00 0.00 0.0 0.001
25.416 0.000 0.00 0.00 0.00 0.0 0.001
25.433 0.000 0.00 0.00 0.00 0.0 0.001
25.450 0.000 0.00 0.00 0.00 0.0 0.001
25.466 0.000 0.00 0.00 0.00 0.0 0.001
25.483 0.000 0.00 0.00 0.00 0.0 0.001
25.500 0.000 0.00 0.00 0.00 0.0 0.001
25.516 0.000 0.00 0.00 0.00 0.0 0.001
25.533 0.000 0.00 0.00 0.00 0.0 0.001
25.550 0.000 0.00 0.00 0.00 0.0 0.001
25.566 0.000 0.00 0.00 0.00 0.0 0.001
25.583 0.000 0.00 0.00 0.00 0.0 0.001
25.600 0.000 0.00 0.00 0.00 0.0 0.001
25.616 0.000 0.00 0.00 0.00 0.0 0.001
25.633 0.000 0.00 0.00 0.00 0.0 0.001
25.650 0.000 0.00 0.00 0.00 0.0 0.001
25.666 0.000 0.00 0.00 0.00 0.0 0.001
25.683 0.000 0.00 0.00 0.00 0.0 0.001
25.700 0.000 0.00 0.00 0.00 0.0 0.001
25.716 0.000 0.00 0.00 0.00 0.0 0.001
25.733 0.000 0.00 0.00 0.00 0.0 0.001
25.750 0.000 0.00 0.00 0.00 0.0 0.001
25.766 0.000 0.00 0.00 0.00 0.0 0.000
25.783 0.000 0.00 0.00 0.00 0.0 0.000
25.800 0.000 0.00 0.00 0.00 0.0 0.000
25.816 0.000 0.00 0.00 0.00 0.0 0.000
25.833 0.000 0.00 0.00 0.00 0.0 0.000
25.850 0.000 0.00 0.00 0.00 0.0 0.000
25.866 0.000 0.00 0.00 0.00 0.0 0.000
25.883 0.000 0.00 0.00 0.00 0.0 0.000
25.900 0.000 0.00 0.00 0.00 0.0 0.000
25.916 0.000 0.00 0.00 0.00 0.0 0.000
25.933 0.000 0.00 0.00 0.00 0.0 0.000
25.950 0.000 0.00 0.00 0.00 0.0 0.000
25.966 0.000 0.00 0.00 0.00 0.0 0.000
25.983 0.000 0.00 0.00 0.00 0.0 0.000
26.000 0.000 0.00 0.00 0.00 0.0 0.000
26.016 0.000 0.00 0.00 0.00 0.0 0.000
26.033 0.000 0.00 0.00 0.00 0.0 0.000
26.050 0.000 0.00 0.00 0.00 0.0 0.000
26.066 0.000 0.00 0.00 0.00 0.0 0.000
26.083 0.000 0.00 0.00 0.00 0.0 0.000
26.100 0.000 0.00 0.00 0.00 0.0 0.000
26.116 0.000 0.00 0.00 0.00 0.0 0.000
26.133 0.000 0.00 0.00 0.00 0.0 0.000
26.150 0.000 0.00 0.00 0.00 0.0 0.000
26.166 0.000 0.00 0.00 0.00 0.0 0.000
26.183 0.000 0.00 0.00 0.00 0.0 0.000
26.200 0.000 0.00 0.00 0.00 0.0 0.000
26.216 0.000 0.00 0.00 0.00 0.0 0.000
26.233 0.000 0.00 0.00 0.00 0.0 0.000
26.250 0.000 0.00 0.00 0.00 0.0 0.000
26.266 0.000 0.00 0.00 0.00 0.0 0.000
26.283 0.000 0.00 0.00 0.00 0.0 0.000
26.300 0.000 0.00 0.00 0.00 0.0 0.000
26.316 0.000 0.00 0.00 0.00 0.0 0.000
26.333 0.000 0.00 0.00 0.00 0.0 0.000
26.350 0.000 0.00 0.00 0.00 0.0 0.000
26.366 0.000 0.00 0.00 0.00 0.0 0.000
26.383 0.000 0.00 0.00 0.00 0.0 0.000
26.400 0.000 0.00 0.00 0.00 0.0 0.000
26.416 0.000 0.00 0.00 0.00 0.0 0.000
26.433 0.000 0.00 0.00 0.00 0.0 0.000
26.450 0.000 0.00 0.00 0.00 0.0 0.000
26.466 0.000 0.00 0.00 0.00 0.0 0.000
26.483 0.000 0.00 0.00 0.00 0.0 0.000
26.500 0.000 0.00 0.00 0.00 0.0 0.000
26.516 0.000 0.00 0.00 0.00 0.0 0.000
26.533 0.000 0.00 0.00 0.00 0.0 0.000
26.550 0.000 0.00 0.00 0.00 0.0 0.000
26.566 0.000 0.00 0.00 0.00 0.0 0.000
26.583 0.000 0.00 0.00 0.00 0.0 0.000
26.600 0.000 0.00 0.00 0.00 0.0 0.000
26.616 0.000 0.00 0.00 0.00 0.0 0.000
26.633 0.000 0.00 0.00 0.00 0.0 0.000
26.650 0.000 0.00 0.00 0.00 0.0 0.000
26.666 0.000 0.00 0.00 0.00 0.0 0.000
26.683 0.000 0.00 0.00 0.00 0.0 0.000
26.700 0.000 0.00 0.00 0.00 0.0 0.000
26.716 0.000 0.00 0.00 0.00 0.0 0.000
26.733 0.000 0.00 0.00 0.00 0.0 0.000
26.750 0.000 0.00 0.00 0.00 0.0 0.000
26.766 0.000 0.00 0.00 0.00 0.0 0.000
26.783 0.000 0.00 0.00 0.00 0.0 0.000
26.800 0.000 0.00 0.00 0.00 0.0 0.000
26.816 0.000 0.00 0.00 0.00 0.0 0.000
26.833 0.000 0.00 0.00 0.00 0.0 0.000
26.850 0.000 0.00 0.00 0.00 0.0 0.000
26.866 0.000 0.00 0.00 0.00 0.0 0.000
26.883 0.000 0.00 0.00 0.00 0.0 0.000
26.900 0.000 0.00 0.00 0.00 0.0 0.000
26.916 0.000 0.00 0.00 0.00 0.0 0.000
26.933 0.000 0.00 0.00 0.00 0.0 0.000
26.950 0.000 0.00 0.00 0.00 0.0 0.000
26.966 0.000 0.00 0.00 0.00 0.0 0.000
26.983 0.000 0.00 0.00 0.00 0.0 0.000
27.000 0.000 0.00 0.00 0.00 0.0 0.000
27.016 0.000 0.00 0.00 0.00 0.0 0.000
27.033 0.000 0.00 0.00 0.00 0.0 0.000
27.050 0.000 0.00 0.00 0.00 0.0 0.000
27.066 0.000 0.00 0.00 0.00 0.0 0.000
27.083 0.000 0.00 0.00 0.00 0.0 0.000
27.100 0.000 0.00 0.00 0.00 0.0 0.000
27.116 0.000 0.00 0.00 0.00 0.0 0.000
27.133 0.000 0.00 0.00 0.00 0.0 0.000
27.150 0.000 0.00 0.00 0.00 0.0 0.000
27.166 0.000 0.00 0.00 0.00 0.0 0.000
27.183 0.000 0.00 0.00 0.00 0.0 0.000
27.200 0.000 0.00 0.00 0.00 0.0 0.000
27.216 0.000 0.00 0.00 0.00 0.0 0.000
27.233 0.000 0.00 0.00 0.00 0.0 0.000
27.250 0.000 0.00 0.00 0.00 0.0 0.000
27.266 0.000 0.00 0.00 0.00 0.0 0.000
27.283 0.000 0.00 0.00 0.00 0.0 0.000
27.300 0.000 0.00 0.00 0.00 0.0 0.000
27.316 0.000 0.00 0.00 0.00 0.0 0.000
27.333 0.000 0.00 0.00 0.00 0.0 0.000
27.350 0.000 0.00 0.00 0.00 0.0 0.000
27.366 0.000 0.00 0.00 0.00 0.0 0.000
27.383 0.000 0.00 0.00 0.00 0.0 0.000
27.400 0.000 0.00 0.00 0.00 0.0 0.000
27.416 0.000 0.00 0.00 0.00 0.0 0.000
27.433 0.000 0.00 0.00 0.00 0.0 0.000
27.450 0.000 0.00 0.00 0.00 0.0 0.000
27.466 0.000 0.00 0.00 0.00 0.0 0.000
27.483 0.000 0.00 0.00 0.00 0.0 0.000
27.500 0.000 0.00 0.00 0.00 0.0 0.000
27.516 0.000 0.00 0.00 0.00 0.0 0.000
27.533 0.000 0.00 0.00 0.00 0.0 0.000
27.550 0.000 0.00 0.00 0.00 0.0 0.000
27.566 0.000 0.00 0.00 0.00 0.0 0.000
27.583 0.000 0.00 0.00 0.00 0.0 0.000
27.600 0.000 0.00 0.00 0.00 0.0 0.000
27.616 0.000 0.00 0.00 0.00 0.0 0.000
27.633 0.000 0.00 0.00 0.00 0.0 0.000
27.650 0.000 0.00 0.00 0.00 0.0 0.000
27.666 0.000 0.00 0.00 0.00 0.0 0.000
27.683 0.000 0.00 0.00 0.00 0.0 0.000
27.700 0.000 0.00 0.00 0.00 0.0 0.000
27.716 0.000 0.00 0.00 0.00 0.0 0.000
27.733 0.000 0.00 0.00 0.00 0.0 0.000
27.750 0.000 0.00 0.00 0.00 0.0 0.000
27.766 0.000 0.00 0.00 0.00 0.0 0.000
27.783 0.000 0.00 0.00 0.00 0.0 0.000
27.800 0.000 0.00 0.00 0.00 0.0 0.000
27.816 0.000 0.00 0.00 0.00 0.0 0.000
27.833 0.000 0.00 0.00 0.00 0.0 0.000
27.850 0.000 0.00 0.00 0.00 0.0 0.000
27.866 0.000 0.00 0.00 0.00 0.0 0.000
27.883 0.000 0.00 0.00 0.00 0.0 0.000
27.900 0.000 0.00 0.00 0.00 0.0 0.000
27.916 0.000 0.00 0.00 0.00 0.0 0.000
27.933 0.000 0.00 0.00 0.00 0.0 0.000
27.950 0.000 0.00 0.00 0.00 0.0 0.000
27.966 0.000 0.00 0.00 0.00 0.0 0.000
27.983 0.000 0.00 0.00 0.00 0.0 0.000
28.000 0.000 0.00 0.00 0.00 0.0 0.000
28.016 0.000 0.00 0.00 0.00 0.0 0.000
28.033 0.000 0.00 0.00 0.00 0.0 0.000
28.050 0.000 0.00 0.00 0.00 0.0 0.000
28.066 0.000 0.00 0.00 0.00 0.0 0.000
28.083 0.000 0.00 0.00 0.00 0.0 0.000
28.100 0.000 0.00 0.00 0.00 0.0 0.000
28.116 0.000 0.00 0.00 0.00 0.0 0.000
28.133 0.000 0.00 0.00 0.00 0.0 0.000
28.150 0.000 0.00 0.00 0.00 0.0 0.000
28.166 0.000 0.00 0.00 0.00 0.0 0.000
28.183 0.000 0.00 0.00 0.00 0.0 0.000
28.200 0.000 0.00 0.00 0.00 0.0 0.000
28.216 0.000 0.00 0.00 0.00 0.0 0.000
28.233 0.000 0.00 0.00 0.00 0.0 0.000
28.250 0.000 0.00 0.00 0.00 0.0 0.000
28.266 0.000 0.00 0.00 0.00 0.0 0.000
28.283 0.000 0.00 0.00 0.00 0.0 0.000
28.300 0.000 0.00 0.00 0.00 0.0 0.000
28.316 0.000 0.00 0.00 0.00 0.0 0.000
28.333 0.000 0.00 0.00 0.00 0.0 0.000
28.350 0.000 0.00 0.00 0.00 0.0 0.000
28.366 0.000 0.00 0.00 0.00 0.0 0.000
28.383 0.000 0.00 0.00 0.00 0.0 0.000
28.400 0.000 0.00 0.00 0.00 0.0 0.000
28.416 0.000 0.00 0.00 0.00 0.0 0.000
28.433 0.000 0.00 0.00 0.00 0.0 0.000
28.450 0.000 0.00 0.00 0.00 0.0 0.000
28.466 0.000 0.00 0.00 0.00 0.0 0.000
28.483 0.000 0.00 0.00 0.00 0.0 0.000
28.500 0.000 0.00 0.00 0.00 0.0 0.000
28.516 0.000 0.00 0.00 0.00 0.0 0.000
28.533 0.000 0.00 0.00 0.00 0.0 0.000
28.550 0.000 0.00 0.00 0.00 0.0 0.000
28.566 0.000 0.00 0.00 0.00 0.0 0.000
28.583 0.000 0.00 0.00 0.00 0.0 0.000
28.600 0.000 0.00 0.00 0.00 0.0 0.000
28.616 0.000 0.00 0.00 0.00 0.0 0.000
28.633 0.000 0.00 0.00 0.00 0.0 0.000
28.650 0.000 0.00 0.00 0.00 0.0 0.000
28.666 0.000 0.00 0.00 0.00 0.0 0.000
28.683 0.000 0.00 0.00 0.00 0.0 0.000
28.700 0.000 0.00 0.00 0.00 0.0 0.000
28.716 0.000 0.00 0.00 0.00 0.0 0.000
28.733 0.000 0.00 0.00 0.00 0.0 0.000
28.750 0.000 0.00 0.00 0.00 0.0 0.000
28.766 0.000 0.00 0.00 0.00 0.0 0.000
28.783 0.000 0.00 0.00 0.00 0.0 0.000
28.800 0.000 0.00 0.00 0.00 0.0 0.000
28.816 0.000 0.00 0.00 0.00 0.0 0.000
28.833 0.000 0.00 0.00 0.00 0.0 0.000
28.850 0.000 0.00 0.00 0.00 0.0 0.000
28.866 0.000 0.00 0.00 0.00 0.0 0.000
28.883 0.000 0.00 0.00 0.00 0.0 0.000
28.900 0.000 0.00 0.00 0.00 0.0 0.000
28.916 0.000 0.00 0.00 0.00 0.0 0.000
28.933 0.000 0.00 0.00 0.00 0.0 0.000
28.950 0.000 0.00 0.00 0.00 0.0 0.000
28.966 0.000 0.00 0.00 0.00 0.0 0.000
28.983 0.000 0.00 0.00 0.00 0.0 0.000
29.000 0.000 0.00 0.00 0.00 0.0 0.000
29.016 0.000 0.00 0.00 0.00 0.0 0.000
29.033 0.000 0.00 0.00 0.00 0.0 0.000
29.050 0.000 0.00 0.00 0.00 0.0 0.000
29.066 0.000 0.00 0.00 0.00 0.0 0.000
29.083 0.000 0.00 0.00 0.00 0.0 0.000
29.100 0.000 0.00 0.00 0.00 0.0 0.000
29.116 0.000 0.00 0.00 0.00 0.0 0.000
29.133 0.000 0.00 0.00 0.00 0.0 0.000
29.150 0.000 0.00 0.00 0.00 0.0 0.000
29.166 0.000 0.00 0.00 0.00 0.0 0.000
29.183 0.000 0.00 0.00 0.00 0.0 0.000
29.200 0.000 0.00 0.00 0.00 0.0 0.000
29.216 0.000 0.00 0.00 0.00 0.0 0.000
29.233 0.000 0.00 0.00 0.00 0.0 0.000
29.250 0.000 0.00 0.00 0.00 0.0 0.000
29.266 0.000 0.00 0.00 0.00 0.0 0.000
29.283 0.000 0.00 0.00 0.00 0.0 0.000
29.300 0.000 0.00 0.00 0.00 0.0 0.000
29.316 0.000 0.00 0.00 0.00 0.0 0.000
29.333 0.000 0.00 0.00 0.00 0.0 0.000
29.350 0.000 0.00 0.00 0.00 0.0 0.000
29.366 0.000 0.00 0.00 0.00 0.0 0.000
29.383 0.000 0.00 0.00 0.00 0.0 0.000
29.400 0.000 0.00 0.00 0.00 0.0 0.000
29.416 0.000 0.00 0.00 0.00 0.0 0.000
29.433 0.000 0.00 0.00 0.00 0.0 0.000
29.450 0.000 0.00 0.00 0.00 0.0 0.000
29.466 0.000 0.00 0.00 0.00 0.0 0.000
29.483 0.000 0.00 0.00 0.00 0.0 0.000
29.500 0.000 0.00 0.00 0.00 0.0 0.000
29.516 0.000 0.00 0.00 0.00 0.0 0.000
29.533 0.000 0.00 0.00 0.00 0.0 0.000
29.550 0.000 0.00 0.00 0.00 0.0 0.000
29.566 0.000 0.00 0.00 0.00 0.0 0.000
29.583 0.000 0.00 0.00 0.00 0.0 0.000
29.600 0.000 0.00 0.00 0.00 0.0 0.000
29.616 0.000 0.00 0.00 0.00 0.0 0.000
29.633 0.000 0.00 0.00 0.00 0.0 0.000
29.650 0.000 0.00 0.00 0.00 0.0 0.000
29.666 0.000 0.00 0.00 0.00 0.0 0.000
29.683 0.000 0.00 0.00 0.00 0.0 0.000
29.700 0.000 0.00 0.00 0.00 0.0 0.000
29.716 0.000 0.00 0.00 0.00 0.0 0.000
29.733 0.000 0.00 0.00 0.00 0.0 0.000
29.750 0.000 0.00 0.00 0.00 0.0 0.000
29.766 0.000 0.00 0.00 0.00 0.0 0.000
29.783 0.000 0.00 0.00 0.00 0.0 0.000
29.800 0.000 0.00 0.00 0.00 0.0 0.000
29.816 0.000 0.00 0.00 0.00 0.0 0.000
29.833 0.000 0.00 0.00 0.00 0.0 0.000
29.850 0.000 0.00 0.00 0.00 0.0 0.000
29.866 0.000 0.00 0.00 0.00 0.0 0.000
29.883 0.000 0.00 0.00 0.00 0.0 0.000
29.900 0.000 0.00 0.00 0.00 0.0 0.000
29.916 0.000 0.00 0.00 0.00 0.0 0.000
29.933 0.000 0.00 0.00 0.00 0.0 0.000
29.950 0.000 0.00 0.00 0.00 0.0 0.000
29.966 0.000 0.00 0.00 0.00 0.0 0.000
29.983 0.000 0.00 0.00 0.00 0.0 0.000
30.000 0.000 0.00 0.00 0.00 0.0 0.000
---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE:
INFLOW VOLUME = 4.513 AF
BASIN STORAGE = 0.000 AF (WITH 0.000 AF INITIALLY FILLED) OUTFLOW VOLUME = 4.513 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 335.00 TO NODE 470.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 480.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE
STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW
VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:
UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):
PIPELENGTH(FT) = 662.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 444.34
DOWNSTREAM ELEVATION(FT) = 415.33
PIPE DIAMETER(FT) = 7.50
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:
TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)
0.017 0.00 0.00 0.00 0.000
0.033 0.00 0.00 0.00 0.000
0.050 0.00 0.00 0.00 0.000
0.067 0.00 0.00 0.00 0.000
0.083 0.00 0.50 0.00 0.000
0.100 0.00 0.50 0.00 0.000
0.117 0.01 0.50 0.00 0.000
0.133 0.01 0.50 0.00 0.000
0.150 0.02 0.50 0.00 0.000
0.167 0.02 0.50 0.00 0.000
0.183 0.03 0.50 0.00 0.000
0.200 0.04 0.50 0.00 0.000
0.217 0.04 0.50 0.00 0.000
0.233 0.05 0.50 0.00 0.000
0.250 0.06 0.50 0.00 0.000
0.267 0.07 0.50 0.00 0.000
0.283 0.08 0.50 0.00 0.000
0.300 0.10 0.50 0.00 0.000
0.317 0.11 0.50 0.00 0.000
0.333 0.12 0.50 0.00 0.000
0.350 0.13 0.50 0.00 0.000
0.367 0.15 0.50 0.00 0.000
0.383 0.16 0.50 0.00 0.000
0.400 0.17 0.50 0.00 0.000
0.417 0.18 0.50 0.00 0.000
0.433 0.19 0.50 0.00 0.000
0.450 0.20 0.50 0.00 0.000
0.467 0.21 0.50 0.00 0.000
0.483 0.22 0.50 0.01 0.000
0.500 0.23 0.50 0.01 0.000
0.517 0.24 0.50 0.01 0.000
0.533 0.24 0.50 0.02 0.000
0.550 0.25 0.50 0.03 0.000
0.567 0.26 0.50 0.03 0.000
0.583 0.27 0.50 0.04 0.000
0.600 0.28 0.50 0.05 0.000
0.617 0.28 0.50 0.06 0.000
0.633 0.29 0.50 0.07 0.000
0.650 0.30 0.50 0.08 0.000
0.667 0.30 0.50 0.09 0.000
0.683 0.31 0.50 0.11 0.000
0.700 0.31 0.50 0.12 0.000
0.717 0.32 0.50 0.13 0.000
0.733 0.33 0.50 0.14 0.000
0.750 0.33 0.50 0.16 0.000
0.767 0.34 0.50 0.17 0.000
0.783 0.34 0.50 0.18 0.000
0.800 0.35 0.50 0.19 0.000
0.817 0.35 0.50 0.20 0.000
0.833 0.36 0.50 0.21 0.000
0.850 0.36 0.50 0.22 0.000
0.867 0.36 0.50 0.23 0.000
0.883 0.37 0.50 0.24 0.000
0.900 0.37 0.50 0.24 0.000
0.917 0.38 0.50 0.25 0.000
0.933 0.38 0.50 0.26 0.000
0.950 0.38 0.50 0.27 0.000
0.967 0.39 0.50 0.27 0.000
0.983 0.39 0.50 0.28 0.000
1.000 0.39 0.50 0.29 0.000
1.017 0.40 0.50 0.30 0.000
1.033 0.40 0.50 0.30 0.000
1.050 0.40 0.50 0.31 0.000
1.067 0.41 0.50 0.31 0.000
1.083 0.41 0.50 0.32 0.000
1.100 0.41 0.50 0.33 0.000
1.117 0.41 0.50 0.33 0.000
1.133 0.42 0.50 0.34 0.000
1.150 0.42 0.50 0.34 0.000
1.167 0.42 0.50 0.35 0.000
1.183 0.42 0.50 0.35 0.000
1.200 0.42 0.50 0.36 0.000
1.217 0.43 0.50 0.36 0.000
1.233 0.43 0.50 0.36 0.000
1.250 0.43 0.50 0.37 0.000
1.267 0.43 0.50 0.37 0.000
1.283 0.44 0.50 0.38 0.000
1.300 0.44 0.50 0.38 0.000
1.317 0.44 0.50 0.38 0.000
1.333 0.44 0.50 0.39 0.000
1.350 0.44 0.50 0.39 0.000
1.367 0.44 0.50 0.39 0.000
1.383 0.45 0.50 0.40 0.000
1.400 0.45 0.50 0.40 0.000
1.417 0.45 0.50 0.40 0.000
1.433 0.45 0.50 0.41 0.000
1.450 0.45 0.50 0.41 0.000
1.467 0.45 0.50 0.41 0.000
1.483 0.45 0.50 0.41 0.000
1.500 0.46 0.50 0.42 0.000
1.517 0.46 0.50 0.42 0.000
1.533 0.46 0.50 0.42 0.000
1.550 0.46 0.50 0.42 0.000
1.567 0.46 0.50 0.42 0.000
1.583 0.49 0.50 0.43 0.000
1.600 0.61 0.50 0.43 0.000
1.617 0.74 0.50 0.43 0.000
1.633 0.88 0.50 0.43 0.000
1.650 1.01 0.50 0.43 0.000
1.667 1.14 0.50 0.44 0.000
1.683 1.28 0.50 0.44 0.000
1.700 1.41 0.50 0.44 0.000
1.717 1.55 0.50 0.44 0.000
1.733 1.67 0.50 0.44 0.000
1.750 1.71 0.50 0.45 0.000
1.767 1.72 0.50 0.45 0.000
1.783 1.72 0.50 0.45 0.000
1.800 1.73 0.50 0.45 0.000
1.817 1.73 0.50 0.45 0.000
1.833 1.74 0.50 0.45 0.000
1.850 1.75 0.50 0.45 0.000
1.867 1.76 0.50 0.46 0.000
1.883 1.76 0.50 0.46 0.000
1.900 1.77 0.50 0.46 0.000
1.917 1.78 0.50 0.46 0.000
1.933 1.80 0.50 0.46 0.000
1.950 1.81 0.50 0.49 0.000
1.967 1.82 0.50 0.60 0.000
1.983 1.83 0.50 0.73 0.000
2.000 1.84 0.50 0.87 0.000
2.017 1.86 0.50 1.00 0.000
2.033 1.87 0.50 1.14 0.000
2.050 1.88 0.50 1.27 0.000
2.067 1.90 0.50 1.40 0.000
2.083 1.91 0.50 1.54 0.000
2.100 1.93 0.50 1.67 0.000
2.117 1.94 0.50 1.71 0.000
2.133 1.95 0.50 1.72 0.000
2.150 1.97 0.50 1.72 0.000
2.167 1.98 0.50 1.73 0.000
2.183 2.00 0.50 1.73 0.000
2.200 2.01 0.50 1.74 0.000
2.217 2.02 0.50 1.75 0.000
2.233 2.04 0.50 1.76 0.000
2.250 2.05 0.50 1.76 0.000
2.267 2.06 0.50 1.77 0.000
2.283 2.07 0.50 1.78 0.000
2.300 2.12 0.50 1.79 0.000
2.317 2.95 0.69 1.81 0.000
2.333 3.35 0.79 1.82 0.000
2.350 2.87 0.68 1.83 0.000
2.367 3.15 0.74 1.84 0.000
2.383 2.64 0.62 1.86 0.000
2.400 2.97 0.70 1.87 0.000
2.417 2.67 0.63 1.88 0.000
2.433 2.56 0.60 1.90 0.000
2.450 2.86 0.67 1.91 0.000
2.467 2.67 0.63 1.92 0.000
2.483 2.56 0.60 1.94 0.000
2.500 2.62 0.62 1.95 0.000
2.517 2.79 0.66 1.97 0.000
2.533 2.51 0.59 1.98 0.000
2.550 2.51 0.59 2.09 0.000
2.567 2.50 0.59 5.57 0.000
2.583 2.51 0.59 4.67 0.000
2.600 2.59 0.61 2.48 0.000
2.617 2.42 0.57 6.76 0.000
2.633 2.42 0.57 2.93 0.000
2.650 2.41 0.57 2.77 0.000
2.667 2.41 0.57 5.01 0.000
2.683 2.41 0.57 2.16 0.000
2.700 2.41 0.57 1.20 0.000
2.717 2.46 0.58 3.30 0.000
2.733 2.63 0.62 2.86 0.000
2.750 2.45 0.58 1.91 0.000
2.767 2.45 0.58 1.49 0.000
2.783 2.44 0.58 2.56 0.000
2.800 2.44 0.58 5.40 0.000
2.817 2.44 0.58 0.00 0.000
2.833 2.44 0.58 0.92 0.000
2.850 2.43 0.57 2.37 0.000
2.867 2.43 0.57 2.32 0.000
2.883 2.48 0.58 2.72 0.000
2.900 2.39 0.56 4.10 0.000
2.917 2.39 0.56 0.20 0.000
2.933 2.39 0.56 1.60 0.000
2.950 2.39 0.56 2.33 0.000
2.967 2.39 0.56 2.34 0.000
2.983 2.39 0.56 2.34 0.000
3.000 2.43 0.57 2.35 0.000
3.017 2.44 0.57 2.77 0.000
3.033 2.44 0.57 5.67 0.000
3.050 2.44 0.57 0.17 0.000
3.067 2.44 0.57 2.06 0.000
3.083 2.48 0.58 2.42 0.000
3.100 2.54 0.60 2.43 0.000
3.117 2.44 0.57 2.43 0.000
3.133 2.41 0.57 2.43 0.000
3.150 2.39 0.56 2.44 0.000
3.167 2.39 0.56 2.20 0.000
3.183 2.39 0.56 2.63 0.000
3.200 2.40 0.56 2.96 0.000
3.217 2.40 0.56 0.91 0.000
3.233 2.40 0.56 2.37 0.000
3.250 2.40 0.57 2.37 0.000
3.267 2.40 0.57 2.37 0.000
3.283 2.42 0.57 2.37 0.000
3.300 2.45 0.58 2.44 0.000
3.317 2.46 0.58 3.12 0.000
3.333 2.46 0.58 2.64 0.000
3.350 2.54 0.60 2.44 0.000
3.367 2.52 0.59 2.45 0.000
3.383 2.47 0.58 2.64 0.000
3.400 2.47 0.58 4.19 0.000
3.417 2.47 0.58 1.20 0.000
3.433 2.43 0.57 1.89 0.000
3.450 2.43 0.57 1.95 0.000
3.467 2.43 0.57 1.98 0.000
3.483 2.43 0.57 2.42 0.000
3.500 2.43 0.57 2.42 0.000
3.517 2.43 0.57 2.42 0.000
3.533 2.43 0.57 2.43 0.000
3.550 2.43 0.57 2.43 0.000
3.567 2.43 0.57 2.43 0.000
3.583 2.46 0.58 2.43 0.000
3.600 2.49 0.59 2.68 0.000
3.617 2.52 0.59 3.17 0.000
3.633 2.58 0.61 2.54 0.000
3.650 2.49 0.59 3.98 0.000
3.667 2.49 0.59 2.16 0.000
3.683 2.49 0.59 1.56 0.000
3.700 2.50 0.59 2.51 0.000
3.717 2.49 0.59 2.45 0.000
3.733 2.45 0.58 2.45 0.000
3.750 2.45 0.58 1.81 0.000
3.767 2.45 0.58 2.26 0.000
3.783 2.46 0.58 2.44 0.000
3.800 2.46 0.58 2.44 0.000
3.817 2.46 0.58 2.44 0.000
3.833 2.46 0.58 2.44 0.000
3.850 2.47 0.58 2.44 0.000
3.867 2.47 0.58 2.45 0.000
3.883 2.51 0.59 2.45 0.000
3.900 2.58 0.61 3.37 0.000
3.917 2.61 0.61 3.28 0.000
3.933 2.53 0.60 3.71 0.000
3.950 2.53 0.60 0.82 0.000
3.967 2.54 0.60 2.52 0.000
3.983 2.54 0.60 2.53 0.000
4.000 2.54 0.60 2.54 0.000
4.017 2.51 0.59 2.31 0.000
4.033 2.49 0.59 2.12 0.000
4.050 2.49 0.59 2.19 0.000
4.067 2.49 0.59 2.45 0.000
4.083 2.49 0.59 2.49 0.000
4.100 2.50 0.59 2.50 0.000
4.117 2.50 0.59 2.50 0.000
4.133 2.50 0.59 2.50 0.000
4.150 2.50 0.59 2.50 0.000
4.167 2.51 0.59 2.58 0.000
4.183 2.65 0.62 3.30 0.000
4.200 2.59 0.61 3.91 0.000
4.217 2.56 0.60 2.92 0.000
4.233 2.56 0.60 1.23 0.000
4.250 2.56 0.60 2.58 0.000
4.267 2.57 0.60 2.58 0.000
4.283 2.57 0.61 2.57 0.000
4.300 2.57 0.60 2.57 0.000
4.317 2.53 0.60 2.03 0.000
4.333 2.53 0.59 2.09 0.000
4.350 2.53 0.60 2.51 0.000
4.367 2.53 0.60 2.51 0.000
4.383 2.53 0.60 2.51 0.000
4.400 2.54 0.60 2.51 0.000
4.417 2.54 0.60 2.52 0.000
4.433 2.54 0.60 2.52 0.000
4.450 2.54 0.60 2.52 0.000
4.467 2.72 0.64 3.65 0.000
4.483 2.60 0.61 3.42 0.000
4.500 2.61 0.61 2.39 0.000
4.517 2.61 0.61 1.98 0.000
4.533 2.61 0.61 2.60 0.000
4.550 2.61 0.61 2.61 0.000
4.567 2.61 0.62 2.62 0.000
4.583 2.62 0.62 2.63 0.000
4.600 2.60 0.61 2.55 0.000
4.617 2.57 0.60 1.90 0.000
4.633 2.57 0.60 2.40 0.000
4.650 2.57 0.60 2.57 0.000
4.667 2.57 0.60 2.57 0.000
4.683 2.57 0.61 2.57 0.000
4.700 2.57 0.61 2.57 0.000
4.717 2.57 0.61 2.58 0.000
4.733 2.65 0.62 2.58 0.000
4.750 2.63 0.62 4.61 0.000
4.767 2.63 0.62 1.80 0.000
4.783 2.64 0.62 2.64 0.000
4.800 2.64 0.62 2.65 0.000
4.817 2.64 0.62 2.64 0.000
4.833 2.65 0.62 2.64 0.000
4.850 2.65 0.62 2.64 0.000
4.867 2.65 0.62 2.65 0.000
4.883 2.66 0.63 2.41 0.000
4.900 2.63 0.62 2.59 0.000
4.917 2.61 0.61 1.93 0.000
4.933 2.61 0.61 2.55 0.000
4.950 2.61 0.61 2.59 0.000
4.967 2.61 0.62 2.59 0.000
4.983 2.62 0.62 2.59 0.000
5.000 2.70 0.64 2.59 0.000
5.017 2.62 0.62 3.40 0.000
5.033 2.64 0.62 2.92 0.000
5.050 2.68 0.63 2.66 0.000
5.067 2.69 0.63 2.68 0.000
5.083 2.69 0.63 2.69 0.000
5.100 2.69 0.63 2.70 0.000
5.117 2.69 0.63 2.70 0.000
5.133 2.69 0.63 2.70 0.000
5.150 2.70 0.63 2.71 0.000
5.167 2.70 0.64 2.71 0.000
5.183 2.70 0.63 2.16 0.000
5.200 2.66 0.63 2.25 0.000
5.217 2.65 0.62 2.65 0.000
5.233 2.65 0.62 2.65 0.000
5.250 2.71 0.64 2.65 0.000
5.267 2.67 0.63 2.74 0.000
5.283 2.65 0.62 4.12 0.000
5.300 2.65 0.62 1.21 0.000
5.317 2.66 0.63 2.95 0.000
5.333 2.69 0.63 3.40 0.000
5.350 2.72 0.64 2.76 0.000
5.367 2.73 0.64 2.72 0.000
5.383 2.73 0.64 2.72 0.000
5.400 2.73 0.64 2.73 0.000
5.417 2.74 0.64 2.73 0.000
5.433 2.74 0.64 2.73 0.000
5.450 2.74 0.65 2.73 0.000
5.467 2.75 0.65 2.65 0.000
5.483 2.73 0.64 1.98 0.000
5.500 2.72 0.64 2.51 0.000
5.517 2.77 0.65 2.67 0.000
5.533 2.70 0.64 3.82 0.000
5.550 2.70 0.64 1.96 0.000
5.567 2.70 0.64 2.32 0.000
5.583 2.71 0.64 2.68 0.000
5.600 2.71 0.64 2.69 0.000
5.617 2.72 0.64 3.33 0.000
5.633 2.76 0.65 3.22 0.000
5.650 2.78 0.65 2.79 0.000
5.667 2.78 0.65 2.79 0.000
5.683 2.78 0.65 2.79 0.000
5.700 2.78 0.66 2.79 0.000
5.717 2.79 0.66 2.80 0.000
5.733 2.79 0.66 2.80 0.000
5.750 2.81 0.66 2.80 0.000
5.767 2.89 0.68 2.51 0.000
5.783 2.73 0.64 2.63 0.000
5.800 2.74 0.64 3.26 0.000
5.817 2.74 0.64 1.71 0.000
5.833 2.74 0.64 2.74 0.000
5.850 2.74 0.64 2.74 0.000
5.867 2.74 0.65 2.75 0.000
5.883 2.74 0.65 2.74 0.000
5.900 2.75 0.65 2.95 0.000
5.917 2.77 0.65 3.69 0.000
5.933 2.82 0.66 2.81 0.000
5.950 2.82 0.66 2.82 0.000
5.967 2.83 0.67 2.82 0.000
5.983 2.83 0.67 2.82 0.000
6.000 2.83 0.67 2.83 0.000
6.017 2.84 0.67 3.18 0.000
6.033 2.99 0.70 4.09 0.000
6.050 2.85 0.67 0.69 0.000
6.067 2.80 0.66 2.34 0.000
6.083 2.79 0.66 2.76 0.000
6.100 2.79 0.66 2.76 0.000
6.117 2.79 0.66 2.76 0.000
6.133 2.80 0.66 2.77 0.000
6.150 2.80 0.66 2.77 0.000
6.167 2.80 0.66 2.79 0.000
6.183 2.80 0.66 2.99 0.000
6.200 2.80 0.66 3.75 0.000
6.217 2.84 0.67 2.91 0.000
6.233 2.87 0.68 2.89 0.000
6.250 2.88 0.68 2.89 0.000
6.267 2.88 0.68 2.89 0.000
6.283 2.93 0.69 3.79 0.000
6.300 2.99 0.70 3.57 0.000
6.317 2.89 0.68 1.62 0.000
6.333 2.89 0.68 1.90 0.000
6.350 2.87 0.68 2.68 0.000
6.367 2.83 0.67 2.83 0.000
6.383 2.83 0.67 2.84 0.000
6.400 2.83 0.67 2.84 0.000
6.417 2.84 0.67 2.83 0.000
6.433 2.84 0.67 2.82 0.000
6.450 2.84 0.67 2.82 0.000
6.467 2.85 0.67 2.83 0.000
6.483 2.85 0.67 3.50 0.000
6.500 2.86 0.67 3.34 0.000
6.517 2.91 0.69 2.92 0.000
6.533 2.93 0.69 2.92 0.000
6.550 2.98 0.70 4.78 0.000
6.567 3.05 0.72 1.95 0.000
6.583 2.94 0.69 2.19 0.000
6.600 2.94 0.69 2.93 0.000
6.617 2.95 0.69 2.62 0.000
6.633 2.95 0.69 2.19 0.000
6.650 2.92 0.69 2.83 0.000
6.667 2.89 0.68 2.86 0.000
6.683 2.90 0.68 2.87 0.000
6.700 2.90 0.68 2.89 0.000
6.717 2.90 0.68 2.89 0.000
6.733 2.90 0.68 2.89 0.000
6.750 2.90 0.68 2.90 0.000
6.767 2.90 0.68 3.01 0.000
6.783 2.91 0.68 3.79 0.000
6.800 2.93 0.69 4.01 0.000
6.817 3.13 0.74 4.14 0.000
6.833 3.00 0.71 1.24 0.000
6.850 2.99 0.70 3.00 0.000
6.867 2.99 0.70 3.00 0.000
6.883 2.99 0.70 3.00 0.000
6.900 2.99 0.70 2.61 0.000
6.917 3.00 0.71 2.70 0.000
6.933 2.99 0.70 2.53 0.000
6.950 2.95 0.69 2.93 0.000
6.967 2.94 0.69 2.93 0.000
6.983 2.94 0.69 2.92 0.000
7.000 2.95 0.69 2.93 0.000
7.017 2.95 0.69 2.93 0.000
7.033 2.95 0.70 2.93 0.000
7.050 2.96 0.70 3.06 0.000
7.067 3.01 0.71 6.31 0.000
7.083 3.07 0.72 1.12 0.000
7.100 3.04 0.72 2.80 0.000
7.117 3.04 0.72 3.03 0.000
7.133 3.05 0.72 3.04 0.000
7.150 3.05 0.72 3.04 0.000
7.167 3.06 0.72 3.04 0.000
7.183 3.06 0.72 2.94 0.000
7.200 3.06 0.72 2.24 0.000
7.217 3.07 0.72 2.83 0.000
7.233 3.05 0.72 2.99 0.000
7.250 3.01 0.71 3.00 0.000
7.267 3.01 0.71 3.00 0.000
7.283 3.01 0.71 3.00 0.000
7.300 3.11 0.73 3.00 0.000
7.317 3.01 0.71 3.78 0.000
7.333 3.01 0.71 3.94 0.000
7.350 3.02 0.71 2.65 0.000
7.367 3.03 0.71 3.11 0.000
7.383 3.08 0.73 3.11 0.000
7.400 3.10 0.73 3.12 0.000
7.417 3.10 0.73 3.12 0.000
7.433 3.11 0.73 3.12 0.000
7.450 3.11 0.73 3.13 0.000
7.467 3.11 0.73 3.13 0.000
7.483 3.11 0.73 2.78 0.000
7.500 3.12 0.73 2.35 0.000
7.517 3.12 0.74 3.01 0.000
7.533 3.19 0.75 3.13 0.000
7.550 3.07 0.72 4.57 0.000
7.567 3.06 0.72 1.51 0.000
7.583 3.07 0.72 3.04 0.000
7.600 3.07 0.72 3.04 0.000
7.617 3.08 0.72 3.17 0.000
7.633 3.08 0.72 3.97 0.000
7.650 3.08 0.73 3.31 0.000
7.667 3.11 0.73 3.15 0.000
7.683 3.17 0.75 3.15 0.000
7.700 3.17 0.75 3.16 0.000
7.717 3.18 0.75 3.16 0.000
7.733 3.18 0.75 3.16 0.000
7.750 3.19 0.75 3.18 0.000
7.767 3.25 0.77 4.10 0.000
7.783 3.32 0.78 2.30 0.000
7.800 3.19 0.75 2.20 0.000
7.817 3.14 0.74 3.03 0.000
7.833 3.13 0.74 3.12 0.000
7.850 3.13 0.74 3.12 0.000
7.867 3.13 0.74 3.13 0.000
7.883 3.13 0.74 3.13 0.000
7.900 3.14 0.74 3.13 0.000
7.917 3.14 0.74 4.16 0.000
7.933 3.14 0.74 3.47 0.000
7.950 3.14 0.74 3.24 0.000
7.967 3.20 0.75 3.25 0.000
7.983 3.23 0.76 3.25 0.000
8.000 3.23 0.76 4.19 0.000
8.017 3.27 0.77 4.30 0.000
8.033 3.40 0.80 1.30 0.000
8.050 3.25 0.76 2.41 0.000
8.067 3.25 0.77 3.01 0.000
8.083 3.26 0.77 3.16 0.000
8.100 3.24 0.76 3.16 0.000
8.117 3.19 0.75 3.16 0.000
8.133 3.20 0.75 3.17 0.000
8.150 3.20 0.75 3.17 0.000
8.167 3.20 0.75 3.17 0.000
8.183 3.21 0.75 3.18 0.000
8.200 3.21 0.76 3.94 0.000
8.217 3.21 0.76 3.70 0.000
8.233 3.22 0.76 3.28 0.000
8.250 3.23 0.76 4.48 0.000
8.267 3.37 0.79 3.79 0.000
8.283 3.46 0.81 1.84 0.000
8.300 3.32 0.78 3.33 0.000
8.317 3.32 0.78 3.33 0.000
8.333 3.33 0.78 2.96 0.000
8.350 3.33 0.78 2.56 0.000
8.367 3.34 0.79 3.23 0.000
8.383 3.34 0.79 3.25 0.000
8.400 3.29 0.77 3.26 0.000
8.417 3.27 0.77 3.26 0.000
8.433 3.27 0.77 3.26 0.000
8.450 3.27 0.77 3.27 0.000
8.467 3.27 0.77 3.27 0.000
8.483 3.28 0.77 3.69 0.000
8.500 3.33 0.78 6.24 0.000
8.517 3.34 0.79 1.94 0.000
8.533 3.31 0.78 2.94 0.000
8.550 3.37 0.79 3.38 0.000
8.567 3.38 0.80 3.38 0.000
8.583 3.38 0.80 3.38 0.000
8.600 3.39 0.80 3.39 0.000
8.617 3.40 0.80 3.38 0.000
8.633 3.40 0.80 2.65 0.000
8.650 3.41 0.80 2.91 0.000
8.667 3.41 0.80 3.30 0.000
8.683 3.41 0.80 3.31 0.000
8.700 3.35 0.79 3.31 0.000
8.717 3.42 0.81 3.31 0.000
8.733 3.40 0.80 4.15 0.000
8.750 3.35 0.79 3.45 0.000
8.767 3.36 0.79 3.24 0.000
8.783 3.36 0.79 3.95 0.000
8.800 3.37 0.79 3.45 0.000
8.817 3.37 0.79 3.47 0.000
8.833 3.43 0.81 3.47 0.000
8.850 3.47 0.82 3.48 0.000
8.867 3.47 0.82 3.48 0.000
8.883 3.48 0.82 3.49 0.000
8.900 3.48 0.82 3.35 0.000
8.917 3.49 0.82 2.62 0.000
8.933 3.56 0.84 4.34 0.000
8.950 3.64 0.86 3.15 0.000
8.967 3.47 0.82 2.73 0.000
8.983 3.42 0.81 3.41 0.000
9.000 3.42 0.81 3.42 0.000
9.017 3.42 0.81 3.42 0.000
9.033 3.43 0.81 3.44 0.000
9.050 3.43 0.81 4.24 0.000
9.067 3.43 0.81 3.94 0.000
9.083 3.44 0.81 3.53 0.000
9.100 3.44 0.81 3.53 0.000
9.117 3.45 0.81 3.54 0.000
9.133 3.53 0.83 3.54 0.000
9.150 3.55 0.84 4.98 0.000
9.167 3.55 0.84 3.76 0.000
9.183 3.72 0.87 1.71 0.000
9.200 3.64 0.86 2.77 0.000
9.217 3.58 0.84 3.44 0.000
9.233 3.58 0.84 3.46 0.000
9.250 3.59 0.84 3.46 0.000
9.267 3.54 0.83 3.47 0.000
9.283 3.51 0.83 3.47 0.000
9.300 3.52 0.83 3.47 0.000
9.317 3.52 0.83 3.48 0.000
9.333 3.53 0.83 3.66 0.000
9.350 3.53 0.83 4.52 0.000
9.367 3.53 0.83 3.78 0.000
9.383 3.54 0.83 5.08 0.000
9.400 3.54 0.83 3.35 0.000
9.417 3.74 0.88 3.22 0.000
9.433 3.72 0.88 3.18 0.000
9.450 3.65 0.86 3.66 0.000
9.467 3.66 0.86 3.65 0.000
9.483 3.66 0.86 2.89 0.000
9.500 3.67 0.86 3.19 0.000
9.517 3.67 0.86 3.58 0.000
9.533 3.68 0.87 3.58 0.000
9.550 3.67 0.86 3.58 0.000
9.567 3.61 0.85 3.59 0.000
9.583 3.60 0.85 3.59 0.000
9.600 3.60 0.85 3.59 0.000
9.617 3.64 0.86 5.36 0.000
9.633 3.70 0.87 4.31 0.000
9.650 3.61 0.85 2.81 0.000
9.667 3.62 0.85 3.71 0.000
9.683 3.62 0.85 3.72 0.000
9.700 3.70 0.87 3.72 0.000
9.717 3.74 0.88 3.73 0.000
9.733 3.74 0.88 3.73 0.000
9.750 3.75 0.88 3.59 0.000
9.767 3.76 0.88 2.84 0.000
9.783 3.77 0.89 3.61 0.000
9.800 3.77 0.89 3.50 0.000
9.817 3.82 0.90 4.12 0.000
9.833 3.96 0.93 4.50 0.000
9.850 3.70 0.87 2.50 0.000
9.867 3.71 0.87 3.68 0.000
9.883 3.71 0.87 3.71 0.000
9.900 3.72 0.87 4.56 0.000
9.917 3.72 0.88 4.23 0.000
9.933 3.72 0.88 3.83 0.000
9.950 3.73 0.88 3.84 0.000
9.967 3.73 0.88 3.85 0.000
9.983 3.75 0.88 3.85 0.000
10.000 3.83 0.90 3.86 0.000
10.017 3.85 0.91 5.06 0.000
10.033 3.86 0.91 4.31 0.000
10.050 4.01 0.94 1.26 0.000
10.067 3.98 0.94 3.76 0.000
10.083 3.87 0.91 3.77 0.000
10.100 3.88 0.91 3.78 0.000
10.117 3.88 0.91 3.77 0.000
10.133 3.82 0.90 3.76 0.000
10.150 3.80 0.89 3.77 0.000
10.167 3.80 0.89 3.77 0.000
10.183 3.80 0.90 3.97 0.000
10.200 3.81 0.90 4.86 0.000
10.217 3.82 0.90 4.07 0.000
10.233 3.82 0.90 5.12 0.000
10.250 3.83 0.90 4.26 0.000
10.267 3.83 0.90 3.12 0.000
10.283 4.02 0.95 3.49 0.000
10.300 4.09 0.96 3.95 0.000
10.317 3.97 0.93 3.93 0.000
10.333 3.98 0.94 3.11 0.000
10.350 3.99 0.94 3.45 0.000
10.367 4.00 0.94 3.84 0.000
10.383 4.00 0.94 3.86 0.000
10.400 4.01 0.94 3.88 0.000
10.417 4.01 0.94 3.89 0.000
10.433 3.93 0.93 3.89 0.000
10.450 3.93 0.92 3.90 0.000
10.467 4.03 0.95 5.33 0.000
10.483 4.00 0.94 5.68 0.000
10.500 3.94 0.93 2.67 0.000
10.517 3.94 0.93 4.07 0.000
10.533 3.95 0.93 4.08 0.000
10.550 3.95 0.93 4.08 0.000
10.567 4.04 0.95 4.09 0.000
10.583 4.08 0.96 4.10 0.000
10.600 4.09 0.96 3.93 0.000
10.617 4.09 0.96 3.15 0.000
10.633 4.10 0.97 3.86 0.000
10.650 4.11 0.97 5.17 0.000
10.667 4.25 1.00 3.70 0.000
10.683 4.26 1.00 3.23 0.000
10.700 4.09 0.96 3.99 0.000
10.717 4.03 0.95 3.99 0.000
10.733 4.03 0.95 4.02 0.000
10.750 4.04 0.95 4.95 0.000
10.767 4.05 0.95 4.57 0.000
10.783 4.05 0.95 4.16 0.000
10.800 5.19 1.22 4.17 0.000
10.817 4.20 0.99 4.17 0.000
10.833 3.99 0.94 4.18 0.000
10.850 4.31 1.01 5.76 0.000
10.867 4.26 1.00 4.42 0.000
10.883 4.27 1.00 2.18 0.000
10.900 4.27 1.01 3.38 0.000
10.917 4.28 1.01 4.10 0.000
10.933 4.29 1.01 4.12 0.000
10.950 4.30 1.01 9.20 0.000
10.967 4.30 1.01 4.25 0.000
10.983 4.29 1.01 2.27 0.000
11.000 4.37 1.03 3.53 0.000
11.017 4.18 0.98 2.18 0.000
11.033 4.19 0.99 6.78 0.000
11.050 4.19 0.99 4.27 0.000
11.067 4.20 0.99 4.40 0.000
11.083 4.20 0.99 4.37 0.000
11.100 4.21 0.99 4.38 0.000
11.117 4.21 0.99 4.38 0.000
11.133 4.27 1.01 4.25 0.000
11.150 4.36 1.03 4.24 0.000
11.167 4.37 1.03 5.14 0.000
11.183 4.38 1.03 3.19 0.000
11.200 4.38 1.03 3.31 0.000
11.217 4.51 1.06 4.25 0.000
11.233 4.62 1.09 4.25 0.000
11.250 4.46 1.05 4.26 0.000
11.267 4.45 1.05 4.26 0.000
11.283 4.37 1.03 4.27 0.000
11.300 4.36 1.03 4.39 0.000
11.317 4.37 1.03 5.74 0.000
11.333 4.38 1.03 4.46 0.000
11.350 4.56 1.07 4.46 0.000
11.367 5.09 1.20 4.47 0.000
11.383 3.58 0.84 5.73 0.000
11.400 4.40 1.04 5.80 0.000
11.417 4.54 1.07 2.79 0.000
11.433 4.75 1.12 4.36 0.000
11.450 4.57 1.08 3.57 0.000
11.467 4.58 1.08 4.31 0.000
11.483 4.57 1.08 4.44 0.000
11.500 4.57 1.08 4.45 0.000
11.517 4.58 1.08 10.34 0.000
11.533 4.59 1.08 2.40 0.000
11.550 4.59 1.08 0.00 0.000
11.567 4.55 1.07 1.58 0.000
11.583 4.53 1.07 6.47 0.000
11.600 4.63 1.09 8.82 0.000
11.617 4.50 1.06 3.81 0.000
11.633 4.50 1.06 4.64 0.000
11.650 4.51 1.06 4.50 0.000
11.667 4.52 1.06 4.53 0.000
11.683 4.52 1.06 4.66 0.000
11.700 4.55 1.07 4.68 0.000
11.717 4.67 1.10 4.69 0.000
11.733 4.70 1.11 4.14 0.000
11.750 4.73 1.11 4.28 0.000
11.767 4.76 1.12 5.63 0.000
11.783 4.84 1.14 3.18 0.000
11.800 5.10 1.20 4.57 0.000
11.817 4.80 1.13 4.57 0.000
11.833 4.81 1.13 4.58 0.000
11.850 4.73 1.11 4.58 0.000
11.867 4.70 1.11 4.85 0.000
11.883 4.99 1.17 5.99 0.000
11.900 5.26 1.24 5.15 0.000
11.917 3.95 0.93 5.06 0.000
11.933 4.73 1.11 5.51 0.000
11.950 4.74 1.12 7.51 0.000
11.967 4.75 1.12 2.07 0.000
11.983 4.93 1.16 4.88 0.000
12.000 5.01 1.18 4.02 0.000
12.017 4.92 1.16 4.43 0.000
12.033 4.96 1.17 8.06 0.000
12.050 5.00 1.18 6.76 0.000
12.067 5.05 1.19 0.00 0.000
12.083 5.09 1.20 0.47 0.000
12.100 5.12 1.21 5.33 0.000
12.117 5.13 1.21 8.26 0.000
12.133 5.12 1.21 6.58 0.000
12.150 5.22 1.23 5.72 0.000
12.167 5.04 1.19 4.08 0.000
12.183 5.04 1.19 5.35 0.000
12.200 5.05 1.19 5.39 0.000
12.217 5.06 1.19 5.44 0.000
12.233 5.07 1.19 5.48 0.000
12.250 5.09 1.20 5.37 0.000
12.267 5.13 1.21 5.25 0.000
12.283 5.28 1.24 5.13 0.000
12.300 5.35 1.26 5.89 0.000
12.317 5.37 1.26 3.56 0.000
12.333 5.48 1.29 4.97 0.000
12.350 5.74 1.35 5.15 0.000
12.367 5.42 1.28 5.15 0.000
12.383 5.44 1.28 5.17 0.000
12.400 6.31 1.49 5.27 0.000
12.417 4.88 1.15 6.19 0.000
12.433 5.09 1.20 6.58 0.000
12.450 5.36 1.26 5.51 0.000
12.467 5.38 1.27 6.37 0.000
12.483 5.39 1.27 7.80 0.000
12.500 5.41 1.27 2.93 0.000
12.517 5.61 1.32 9.23 0.000
12.533 5.42 1.28 6.00 0.000
12.550 5.69 1.34 0.00 0.000
12.567 7.45 1.75 1.97 0.000
12.583 8.44 1.99 8.30 0.000
12.600 8.83 2.08 6.60 0.000
12.617 8.34 1.96 5.52 0.000
12.633 8.04 1.89 5.51 0.000
12.650 8.43 1.98 7.27 0.000
12.667 6.88 1.62 12.99 0.000
12.683 7.31 1.72 20.69 0.000
12.700 7.79 1.83 7.26 0.000
12.717 7.29 1.72 6.55 0.000
12.733 8.60 2.03 10.36 0.000
12.750 8.83 2.08 4.74 0.000
12.767 7.11 1.67 1.30 0.000
12.783 6.72 1.58 9.91 0.000
12.800 7.02 1.65 10.63 0.000
12.817 6.97 1.64 9.05 0.000
12.833 7.00 1.65 13.12 0.000
12.850 7.03 1.66 2.70 0.000
12.867 7.07 1.66 2.87 0.000
12.883 9.37 2.20 4.39 0.000
12.900 7.15 1.68 8.86 0.000
12.917 5.29 1.24 6.62 0.000
12.933 6.83 1.61 7.20 0.000
12.950 6.85 1.61 7.23 0.000
12.967 6.86 1.62 16.59 0.000
12.983 6.88 1.62 4.51 0.000
13.000 6.89 1.62 3.17 0.000
13.017 6.91 1.63 3.98 0.000
13.033 6.93 1.63 0.94 0.000
13.050 9.25 2.18 7.64 0.000
13.067 5.54 1.31 11.54 0.000
13.083 7.19 1.69 6.97 0.000
13.100 7.21 1.70 6.99 0.000
13.117 7.24 1.70 7.01 0.000
13.133 7.26 1.71 15.71 0.000
13.150 7.28 1.71 5.88 0.000
13.167 7.31 1.72 0.00 0.000
13.183 7.26 1.71 3.45 0.000
13.200 7.18 1.69 10.38 0.000
13.217 7.20 1.70 9.89 0.000
13.233 7.22 1.70 7.40 0.000
13.250 7.53 1.77 7.42 0.000
13.267 7.28 1.71 7.45 0.000
13.283 7.27 1.71 6.97 0.000
13.300 7.29 1.72 6.74 0.000
13.317 7.92 1.86 7.30 0.000
13.333 7.82 1.84 7.32 0.000
13.350 6.73 1.58 9.39 0.000
13.367 7.59 1.79 5.80 0.000
13.383 7.61 1.79 7.20 0.000
13.400 7.64 1.80 8.04 0.000
13.417 7.65 1.80 10.45 0.000
13.433 7.93 1.87 7.79 0.000
13.450 7.89 1.86 0.24 0.000
13.467 7.57 1.78 12.74 0.000
13.483 7.54 1.78 7.77 0.000
13.500 7.56 1.78 7.79 0.000
13.517 7.58 1.78 8.45 0.000
13.533 7.59 1.79 8.62 0.000
13.550 7.61 1.79 7.44 0.000
13.567 7.63 1.80 6.14 0.000
13.583 7.64 1.80 7.37 0.000
13.600 7.66 1.80 7.66 0.000
13.617 7.79 1.83 7.68 0.000
13.633 7.95 1.87 7.70 0.000
13.650 7.97 1.88 7.71 0.000
13.667 8.25 1.94 7.73 0.000
13.683 8.34 1.96 7.75 0.000
13.700 8.11 1.91 7.77 0.000
13.717 8.14 1.92 9.35 0.000
13.733 8.17 1.92 8.25 0.000
13.750 8.17 1.92 9.62 0.000
13.767 8.05 1.89 8.81 0.000
13.783 8.06 1.90 6.94 0.000
13.800 8.08 1.90 8.30 0.000
13.817 9.10 2.14 8.33 0.000
13.833 7.21 1.70 8.14 0.000
13.850 8.12 1.91 7.46 0.000
13.867 8.22 1.94 8.10 0.000
13.883 8.51 2.00 8.19 0.000
13.900 8.42 1.98 14.23 0.000
13.917 8.52 2.00 1.35 0.000
13.933 8.53 2.01 5.42 0.000
13.950 8.56 2.01 12.36 0.000
13.967 8.59 2.02 9.94 0.000
13.983 8.62 2.03 7.96 0.000
14.000 8.65 2.04 9.01 0.000
14.017 8.68 2.04 8.63 0.000
14.033 8.80 2.07 8.66 0.000
14.050 8.93 2.10 8.74 0.000
14.067 8.56 2.02 8.78 0.000
14.083 8.59 2.02 8.81 0.000
14.100 8.61 2.03 8.85 0.000
14.117 8.63 2.03 9.37 0.000
14.133 8.66 2.04 9.59 0.000
14.150 8.68 2.04 6.71 0.000
14.167 8.71 2.05 8.72 0.000
14.183 8.80 2.07 8.73 0.000
14.200 9.09 2.14 8.75 0.000
14.217 9.18 2.16 8.78 0.000
14.233 9.23 2.17 8.80 0.000
14.250 9.66 2.27 8.83 0.000
14.267 9.65 2.27 9.24 0.000
14.283 9.37 2.21 10.54 0.000
14.300 9.41 2.22 9.64 0.000
14.317 9.45 2.22 10.89 0.000
14.333 9.41 2.22 10.35 0.000
14.350 10.05 2.37 8.27 0.000
14.367 9.33 2.20 9.52 0.000
14.383 9.07 2.14 9.65 0.000
14.400 9.54 2.25 9.25 0.000
14.417 10.15 2.39 12.62 0.000
14.433 9.62 2.26 6.66 0.000
14.450 9.65 2.27 9.12 0.000
14.467 9.94 2.34 8.64 0.000
14.483 10.28 2.42 14.09 0.000
14.500 10.35 2.44 7.48 0.000
14.517 10.42 2.45 9.77 0.000
14.533 11.28 2.65 11.09 0.000
14.550 10.81 2.55 11.67 0.000
14.567 10.62 2.50 10.62 0.000
14.583 10.69 2.52 10.68 0.000
14.600 10.65 2.51 14.71 0.000
14.617 10.30 2.43 8.97 0.000
14.633 10.30 2.43 9.85 0.000
14.650 10.34 2.43 10.96 0.000
14.667 10.38 2.44 10.48 0.000
14.683 10.70 2.52 8.92 0.000
14.700 10.72 2.52 10.31 0.000
14.717 10.58 2.49 10.50 0.000
14.733 10.65 2.51 10.54 0.000
14.750 11.03 2.60 11.98 0.000
14.767 11.20 2.64 10.77 0.000
14.783 11.28 2.65 10.06 0.000
14.800 11.71 2.76 10.94 0.000
14.817 12.06 2.84 12.51 0.000
14.833 11.50 2.71 11.92 0.000
14.850 11.66 2.74 11.57 0.000
14.867 11.65 2.74 14.81 0.000
14.883 11.57 2.72 10.71 0.000
14.900 11.47 2.70 10.65 0.000
14.917 11.53 2.71 12.28 0.000
14.933 11.58 2.73 11.61 0.000
14.950 11.61 2.73 11.28 0.000
14.967 11.64 2.74 11.07 0.000
14.983 11.69 2.75 11.75 0.000
15.000 11.98 2.82 11.79 0.000
15.017 12.25 2.88 11.74 0.000
15.033 12.38 2.91 11.76 0.000
15.050 12.51 2.94 12.91 0.000
15.067 12.60 2.97 13.16 0.000
15.083 12.68 2.99 12.80 0.000
15.100 12.77 3.01 12.88 0.000
15.117 12.86 3.03 12.86 0.000
15.133 13.83 3.26 12.95 0.000
15.150 13.22 3.11 13.04 0.000
15.167 12.85 3.03 13.13 0.000
15.183 12.84 3.02 16.74 0.000
15.200 13.68 3.22 11.37 0.000
15.217 12.69 2.99 11.76 0.000
15.233 12.93 3.04 12.80 0.000
15.250 13.25 3.12 16.21 0.000
15.267 13.33 3.14 9.72 0.000
15.283 13.41 3.16 13.64 0.000
15.300 14.01 3.30 14.20 0.000
15.317 15.05 3.54 13.58 0.000
15.333 14.55 3.42 13.66 0.000
15.350 14.68 3.46 15.81 0.000
15.367 14.82 3.49 18.17 0.000
15.383 14.95 3.52 13.03 0.000
15.400 16.11 3.79 15.09 0.000
15.417 15.67 3.69 15.21 0.000
15.433 15.25 3.59 16.81 0.000
15.450 15.06 3.55 16.83 0.000
15.467 15.13 3.56 15.52 0.000
15.483 15.23 3.59 14.15 0.000
15.500 15.34 3.61 14.47 0.000
15.517 15.47 3.64 15.34 0.000
15.533 15.63 3.68 15.55 0.000
15.550 16.52 3.89 15.67 0.000
15.567 17.20 4.05 15.87 0.000
15.583 14.87 3.50 18.76 0.000
15.600 15.82 3.72 18.56 0.000
15.617 16.07 3.78 12.47 0.000
15.633 16.27 3.83 13.20 0.000
15.650 16.48 3.88 18.83 0.000
15.667 16.69 3.93 16.68 0.000
15.683 16.98 4.00 16.89 0.000
15.700 17.44 4.11 17.11 0.000
15.717 17.92 4.22 17.57 0.000
15.733 18.91 4.45 18.35 0.000
15.750 19.98 4.70 18.87 0.000
15.767 22.38 5.27 20.90 0.000
15.783 21.12 4.97 22.12 0.000
15.800 21.59 5.08 27.17 0.000
15.817 22.17 5.22 18.60 0.000
15.833 22.78 5.36 22.53 0.000
15.850 26.71 6.29 23.33 0.000
15.867 28.46 6.70 30.56 0.000
15.883 31.91 7.51 31.52 0.000
15.900 33.57 7.90 35.36 0.000
15.917 36.56 8.61 35.23 0.000
15.933 41.74 9.83 39.54 0.000
15.950 45.90 10.80 46.93 0.000
15.967 48.84 11.50 52.02 0.000
15.983 56.85 13.38 57.82 0.000
16.000 63.07 14.85 63.07 0.000
16.017 55.19 12.99 55.19 0.000
16.033 65.86 15.50 65.86 0.000
16.050 75.02 17.66 75.02 0.000
16.067 121.71 20.98 104.57 0.000
16.083 135.02 21.64 130.19 0.000
16.100 127.26 21.26 130.04 0.000
16.117 135.38 21.66 132.48 0.000
16.133 147.27 22.25 143.21 0.000
16.150 160.26 22.90 156.06 0.000
16.167 172.66 23.38 168.40 0.000
16.183 185.53 23.88 181.27 0.000
16.200 180.97 23.70 182.46 0.000
16.217 174.92 23.47 176.93 0.000
16.233 168.63 23.23 170.76 0.000
16.250 162.70 23.00 164.75 0.000
16.267 156.00 22.69 158.19 0.000
16.283 148.59 22.32 151.00 0.000
16.300 140.62 21.92 143.30 0.000
16.317 131.78 21.48 134.87 0.000
16.333 127.19 21.25 128.85 0.000
16.350 112.45 20.52 118.02 0.000
16.367 114.62 20.63 113.77 0.000
16.383 116.14 20.70 115.55 0.000
16.400 116.40 20.72 116.30 0.000
16.417 116.38 20.71 116.38 0.000
16.433 116.07 20.70 116.19 0.000
16.450 115.48 20.67 115.71 0.000
16.467 114.37 20.61 114.80 0.000
16.483 112.55 20.52 113.26 0.000
16.500 110.96 20.44 111.58 0.000
16.517 109.43 20.37 110.04 0.000
16.533 107.77 20.29 108.44 0.000
16.550 105.74 20.18 106.56 0.000
16.567 103.55 20.08 104.44 0.000
16.583 98.16 19.81 100.39 0.000
16.600 88.57 19.33 92.69 0.000
16.617 79.01 18.60 82.70 0.000
16.633 71.79 16.90 71.79 0.000
16.650 77.54 18.25 77.54 0.000
16.667 60.92 14.34 60.92 0.000
16.683 54.45 12.82 54.45 0.000
16.700 51.31 12.08 51.31 0.000
16.717 57.60 13.56 57.60 0.000
16.733 46.37 10.92 46.87 0.000
16.750 41.09 9.67 45.87 0.000
16.767 38.85 9.15 35.80 0.000
16.783 42.13 9.92 36.62 0.000
16.800 31.68 7.46 45.41 0.000
16.817 30.50 7.18 21.22 0.000
16.833 38.34 9.03 29.32 0.000
16.850 26.40 6.22 46.18 0.000
16.867 26.25 6.18 14.47 0.000
16.883 29.75 7.00 26.09 0.000
16.900 27.31 6.43 33.25 0.000
16.917 23.09 5.44 24.87 0.000
16.933 22.20 5.23 19.56 0.000
16.950 26.98 6.35 22.41 0.000
16.967 16.04 3.78 27.50 0.000
16.983 19.23 4.53 22.36 0.000
17.000 21.94 5.16 1.25 0.000
17.017 17.19 4.05 25.60 0.000
17.033 16.63 3.92 27.36 0.000
17.050 20.85 4.91 7.70 0.000
17.067 15.92 3.75 15.52 0.000
17.083 14.79 3.48 29.29 0.000
17.100 16.53 3.89 6.06 0.000
17.117 16.61 3.91 15.03 0.000
17.133 20.26 4.77 15.01 0.000
17.150 8.69 2.05 19.28 0.000
17.167 15.07 3.55 27.55 0.000
17.183 12.07 2.84 6.35 0.000
17.200 12.13 2.85 0.00 0.000
17.217 13.38 3.15 13.39 0.000
17.233 13.81 3.25 8.38 0.000
17.250 11.20 2.64 15.69 0.000
17.267 11.01 2.59 17.15 0.000
17.283 12.89 3.03 15.11 0.000
17.300 11.79 2.78 5.43 0.000
17.317 12.89 3.04 9.15 0.000
17.333 13.68 3.22 14.94 0.000
17.350 6.50 1.53 11.32 0.000
17.367 9.62 2.26 16.20 0.000
17.383 9.38 2.21 16.04 0.000
17.400 9.43 2.22 5.83 0.000
17.417 11.74 2.76 0.00 0.000
17.433 10.57 2.49 1.21 0.000
17.450 10.77 2.53 8.43 0.000
17.467 9.19 2.16 14.87 0.000
17.483 9.06 2.13 22.15 0.000
17.500 9.77 2.30 6.00 0.000
17.517 10.46 2.46 11.53 0.000
17.533 11.64 2.74 3.81 0.000
17.550 7.68 1.81 8.29 0.000
17.567 7.06 1.66 10.33 0.000
17.583 9.51 2.24 14.82 0.000
17.600 9.77 2.30 16.38 0.000
17.617 8.65 2.04 0.29 0.000
17.633 8.56 2.02 0.00 0.000
17.650 8.47 1.99 7.58 0.000
17.667 8.39 1.97 14.16 0.000
17.683 9.61 2.26 12.29 0.000
17.700 8.47 1.99 5.01 0.000
17.717 8.11 1.91 8.13 0.000
17.733 8.09 1.90 8.04 0.000
17.750 8.24 1.94 9.12 0.000
17.767 12.51 2.95 13.37 0.000
17.783 5.06 1.19 3.92 0.000
17.800 7.47 1.76 6.31 0.000
17.817 7.76 1.83 11.19 0.000
17.833 7.68 1.81 18.30 0.000
17.850 7.61 1.79 5.69 0.000
17.867 8.10 1.91 0.00 0.000
17.883 8.27 1.95 0.00 0.000
17.900 7.42 1.75 5.39 0.000
17.917 7.41 1.74 9.50 0.000
17.933 7.43 1.75 11.00 0.000
17.950 7.38 1.74 10.21 0.000
17.967 7.54 1.77 10.31 0.000
17.983 8.46 1.99 5.53 0.000
18.000 8.45 1.99 5.07 0.000
18.017 8.25 1.94 7.37 0.000
18.033 4.46 1.05 7.55 0.000
18.050 6.98 1.64 7.09 0.000
18.067 6.90 1.62 12.37 0.000
18.083 7.69 1.81 10.02 0.000
18.100 6.94 1.63 7.24 0.000
18.117 6.76 1.59 5.63 0.000
18.133 6.73 1.58 0.00 0.000
18.150 6.68 1.57 1.98 0.000
18.167 6.64 1.56 6.41 0.000
18.183 6.59 1.55 12.44 0.000
18.200 7.42 1.75 4.60 0.000
18.217 6.57 1.55 7.96 0.000
18.233 6.44 1.52 6.55 0.000
18.250 8.50 2.00 6.51 0.000
18.267 5.85 1.38 6.58 0.000
18.283 4.81 1.13 6.32 0.000
18.300 6.36 1.50 11.31 0.000
18.317 7.08 1.67 3.11 0.000
18.333 6.34 1.49 9.81 0.000
18.350 6.23 1.47 9.91 0.000
18.367 6.19 1.46 1.79 0.000
18.383 6.14 1.45 0.00 0.000
18.400 6.10 1.44 5.79 0.000
18.417 6.06 1.43 6.76 0.000
18.433 6.28 1.48 7.98 0.000
18.450 6.52 1.53 7.43 0.000
18.467 5.48 1.29 5.44 0.000
18.483 4.18 0.98 5.89 0.000
18.500 5.37 1.26 5.85 0.000
18.517 5.11 1.20 5.80 0.000
18.533 3.79 0.89 5.76 0.000
18.550 6.44 1.52 7.82 0.000
18.567 5.25 1.24 8.16 0.000
18.583 2.02 0.50 1.26 0.000
18.600 5.49 1.29 2.48 0.000
18.617 3.60 0.85 3.00 0.000
18.633 3.75 0.88 1.48 0.000
18.650 5.29 1.25 3.89 0.000
18.667 2.91 0.68 12.24 0.000
18.683 4.77 1.12 3.50 0.000
18.700 3.76 0.88 0.40 0.000
18.717 4.25 1.00 4.85 0.000
18.733 4.62 1.09 4.89 0.000
18.750 5.47 1.29 4.38 0.000
18.767 4.61 1.09 0.00 0.000
18.783 4.48 1.06 0.75 0.000
18.800 4.44 1.04 4.54 0.000
18.817 4.39 1.03 0.00 0.000
18.833 5.08 1.20 6.28 0.000
18.850 4.60 1.08 5.84 0.000
18.867 6.03 1.42 0.00 0.000
18.883 5.39 1.27 2.36 0.000
18.900 1.56 0.50 13.11 0.000
18.917 4.82 1.14 2.63 0.000
18.933 4.43 1.04 6.47 0.000
18.950 4.10 0.96 5.40 0.000
18.967 4.06 0.95 4.11 0.000
18.983 4.01 0.95 9.26 0.000
19.000 4.97 1.17 8.73 0.000
19.017 4.01 0.94 5.43 0.000
19.033 3.89 0.92 4.57 0.000
19.050 3.88 0.91 0.00 0.000
19.067 5.02 1.18 1.38 0.000
19.083 7.81 1.84 3.44 0.000
19.100 1.30 0.50 1.85 0.000
19.117 2.84 0.67 2.58 0.000
19.133 4.09 0.96 2.30 0.000
19.150 4.08 0.96 6.43 0.000
19.167 4.44 1.05 5.70 0.000
19.183 4.36 1.03 10.50 0.000
19.200 4.01 0.94 1.27 0.000
19.217 4.00 0.94 6.07 0.000
19.233 3.98 0.94 5.46 0.000
19.250 3.96 0.93 3.74 0.000
19.267 6.79 1.60 1.73 0.000
19.283 3.01 0.71 0.10 0.000
19.300 3.70 0.87 0.00 0.000
19.317 2.87 0.68 2.25 0.000
19.333 3.91 0.92 5.87 0.000
19.350 3.89 0.92 5.57 0.000
19.367 3.93 0.92 3.92 0.000
19.383 4.44 1.05 8.91 0.000
19.400 3.84 0.90 5.17 0.000
19.417 3.82 0.90 3.78 0.000
19.433 3.80 0.90 3.76 0.000
19.450 3.79 0.89 3.31 0.000
19.467 3.81 0.90 1.21 0.000
19.483 6.06 1.43 0.09 0.000
19.500 3.22 0.76 1.26 0.000
19.517 3.62 0.85 2.51 0.000
19.533 2.79 0.66 5.13 0.000
19.550 3.75 0.88 7.74 0.000
19.567 3.73 0.88 6.24 0.000
19.583 3.72 0.88 1.99 0.000
19.600 4.11 0.97 5.50 0.000
19.617 3.84 0.90 8.07 0.000
19.633 3.67 0.86 3.60 0.000
19.650 3.66 0.86 3.69 0.000
19.667 3.67 0.86 3.98 0.000
19.683 3.65 0.86 1.16 0.000
19.700 3.64 0.86 0.00 0.000
19.717 3.99 0.94 0.21 0.000
19.733 5.09 1.20 4.82 0.000
19.750 3.24 0.76 3.69 0.000
19.767 3.68 0.87 3.54 0.000
19.783 2.51 0.59 6.02 0.000
19.800 3.55 0.84 4.48 0.000
19.817 3.54 0.83 5.20 0.000
19.833 3.94 0.93 1.64 0.000
19.850 3.66 0.86 3.57 0.000
19.867 3.54 0.83 3.76 0.000
19.883 3.53 0.83 7.49 0.000
19.900 3.52 0.83 5.60 0.000
19.917 3.50 0.82 6.14 0.000
19.933 3.49 0.82 0.00 0.000
19.950 3.63 0.86 0.00 0.000
19.967 3.79 0.89 0.94 0.000
19.983 3.45 0.81 4.41 0.000
20.000 3.43 0.81 1.56 0.000
20.017 3.70 0.87 3.25 0.000
20.033 5.30 1.25 6.96 0.000
20.050 1.70 0.50 1.55 0.000
20.067 3.01 0.71 2.92 0.000
20.083 3.86 0.91 3.65 0.000
20.100 3.39 0.80 4.95 0.000
20.117 3.37 0.79 3.34 0.000
20.133 3.36 0.79 3.32 0.000
20.150 3.34 0.79 3.68 0.000
20.167 3.33 0.78 8.04 0.000
20.183 3.34 0.79 5.83 0.000
20.200 3.58 0.84 1.39 0.000
20.217 3.54 0.83 4.51 0.000
20.233 3.33 0.78 4.68 0.000
20.250 3.31 0.78 0.00 0.000
20.267 3.30 0.78 0.00 0.000
20.283 3.29 0.77 3.31 0.000
20.300 3.28 0.77 0.55 0.000
20.317 3.27 0.77 1.93 0.000
20.333 3.81 0.90 4.78 0.000
20.350 4.60 1.08 3.19 0.000
20.367 2.61 0.62 3.23 0.000
20.383 2.41 0.57 3.30 0.000
20.400 3.23 0.76 3.19 0.000
20.417 3.22 0.76 8.25 0.000
20.433 3.21 0.76 3.24 0.000
20.450 3.26 0.77 0.87 0.000
20.467 3.56 0.84 3.01 0.000
20.483 3.18 0.75 3.16 0.000
20.500 3.17 0.75 3.14 0.000
20.517 3.16 0.74 6.88 0.000
20.533 3.15 0.74 6.58 0.000
20.550 3.16 0.74 4.29 0.000
20.567 3.16 0.74 1.13 0.000
20.583 3.28 0.77 0.00 0.000
20.600 3.41 0.80 0.00 0.000
20.617 3.13 0.74 0.00 0.000
20.633 3.12 0.73 1.64 0.000
20.650 3.11 0.73 3.27 0.000
20.667 3.10 0.73 5.47 0.000
20.683 3.39 0.80 6.85 0.000
20.700 4.77 1.12 3.25 0.000
20.717 1.29 0.50 1.84 0.000
20.733 3.29 0.77 3.01 0.000
20.750 3.07 0.72 3.01 0.000
20.767 3.06 0.72 3.11 0.000
20.783 3.05 0.72 3.28 0.000
20.800 3.04 0.72 3.16 0.000
20.817 3.03 0.71 5.79 0.000
20.833 3.02 0.71 3.50 0.000
20.850 3.19 0.75 0.90 0.000
20.867 3.22 0.76 7.00 0.000
20.883 3.00 0.71 3.07 0.000
20.900 3.00 0.71 3.52 0.000
20.917 3.01 0.71 5.78 0.000
20.933 3.00 0.71 0.35 0.000
20.950 2.99 0.70 0.00 0.000
20.967 2.98 0.70 2.49 0.000
20.983 3.08 0.72 0.80 0.000
21.000 3.22 0.76 2.25 0.000
21.017 2.95 0.70 2.92 0.000
21.033 2.95 0.69 2.91 0.000
21.050 3.32 0.78 2.90 0.000
21.067 4.16 0.98 2.88 0.000
21.083 2.15 0.51 5.06 0.000
21.100 4.28 1.01 5.24 0.000
21.117 2.94 0.69 1.81 0.000
21.133 2.94 0.69 1.10 0.000
21.150 2.93 0.69 3.00 0.000
21.167 2.92 0.69 3.11 0.000
21.183 2.91 0.69 2.90 0.000
21.200 2.90 0.68 2.86 0.000
21.217 3.05 0.72 2.85 0.000
21.233 3.11 0.73 6.03 0.000
21.250 2.89 0.68 5.47 0.000
21.267 2.89 0.68 1.72 0.000
21.283 2.88 0.68 9.76 0.000
21.300 2.87 0.68 3.12 0.000
21.317 2.87 0.68 0.00 0.000
21.333 2.86 0.67 0.00 0.000
21.350 2.91 0.69 0.00 0.000
21.367 3.14 0.74 0.23 0.000
21.383 2.84 0.67 2.82 0.000
21.400 2.83 0.67 2.83 0.000
21.417 2.83 0.67 2.91 0.000
21.433 2.83 0.67 3.16 0.000
21.450 2.82 0.66 4.57 0.000
21.467 2.82 0.66 4.66 0.000
21.483 2.81 0.66 4.40 0.000
21.500 3.10 0.73 0.27 0.000
21.517 2.84 0.67 2.19 0.000
21.533 2.79 0.66 2.93 0.000
21.550 2.78 0.65 2.78 0.000
21.567 2.77 0.65 2.76 0.000
21.583 2.77 0.65 2.75 0.000
21.600 2.77 0.65 2.94 0.000
21.617 2.77 0.65 6.71 0.000
21.633 2.92 0.69 0.24 0.000
21.650 2.92 0.69 1.38 0.000
21.667 2.75 0.65 2.72 0.000
21.683 2.74 0.65 2.73 0.000
21.700 2.73 0.64 2.88 0.000
21.717 2.73 0.64 2.75 0.000
21.733 2.72 0.64 2.70 0.000
21.750 2.72 0.64 5.35 0.000
21.767 2.73 0.64 2.35 0.000
21.783 3.01 0.71 1.43 0.000
21.800 2.71 0.64 1.94 0.000
21.817 2.70 0.64 2.67 0.000
21.833 2.70 0.63 2.67 0.000
21.850 2.69 0.63 2.67 0.000
21.867 2.68 0.63 2.78 0.000
21.883 2.68 0.63 2.74 0.000
21.900 2.67 0.63 5.42 0.000
21.917 2.82 0.66 2.83 0.000
21.933 2.82 0.66 0.18 0.000
21.950 2.65 0.62 2.59 0.000
21.967 2.66 0.63 2.63 0.000
21.983 2.65 0.62 2.63 0.000
22.000 2.65 0.62 2.62 0.000
22.017 2.64 0.62 2.61 0.000
22.033 2.64 0.62 3.95 0.000
22.050 2.63 0.62 4.63 0.000
22.067 2.87 0.68 0.47 0.000
22.083 2.67 0.63 1.88 0.000
22.100 2.61 0.61 2.60 0.000
22.117 2.61 0.61 2.59 0.000
22.133 2.61 0.61 2.58 0.000
22.150 2.60 0.61 2.58 0.000
22.167 2.60 0.61 2.58 0.000
22.183 2.59 0.61 3.60 0.000
22.200 2.62 0.62 4.37 0.000
22.217 2.84 0.67 1.70 0.000
22.233 2.58 0.61 0.91 0.000
22.250 2.57 0.61 2.69 0.000
22.267 2.57 0.60 2.58 0.000
22.283 2.56 0.60 2.55 0.000
22.300 2.56 0.60 2.54 0.000
22.317 2.56 0.60 2.54 0.000
22.333 2.56 0.60 4.54 0.000
22.350 2.64 0.62 3.04 0.000
22.367 2.74 0.64 1.20 0.000
22.383 2.54 0.60 1.61 0.000
22.400 2.53 0.60 2.51 0.000
22.417 2.53 0.60 2.62 0.000
22.433 2.52 0.59 2.58 0.000
22.450 2.52 0.59 2.59 0.000
22.467 2.51 0.59 2.51 0.000
22.483 2.51 0.59 4.29 0.000
22.500 2.63 0.62 3.86 0.000
22.517 2.66 0.63 0.00 0.000
22.533 2.50 0.59 2.09 0.000
22.550 2.50 0.59 2.48 0.000
22.567 2.49 0.59 2.47 0.000
22.583 2.49 0.59 2.47 0.000
22.600 2.48 0.58 2.52 0.000
22.617 2.48 0.58 2.59 0.000
22.633 2.47 0.58 3.11 0.000
22.650 2.61 0.61 5.30 0.000
22.667 2.60 0.61 0.30 0.000
22.683 2.47 0.58 1.37 0.000
22.700 2.46 0.58 2.44 0.000
22.717 2.46 0.58 2.43 0.000
22.733 2.45 0.58 2.43 0.000
22.750 2.45 0.58 2.42 0.000
22.767 2.44 0.57 2.43 0.000
22.783 2.44 0.57 3.08 0.000
22.800 2.56 0.60 4.70 0.000
22.817 2.57 0.61 1.66 0.000
22.833 2.42 0.57 0.64 0.000
22.850 2.43 0.57 2.41 0.000
22.867 2.42 0.57 2.40 0.000
22.883 2.42 0.57 2.40 0.000
22.900 2.41 0.57 2.39 0.000
22.917 2.41 0.57 2.39 0.000
22.933 2.40 0.57 2.49 0.000
22.950 2.49 0.59 4.89 0.000
22.967 2.57 0.60 2.54 0.000
22.983 2.39 0.56 0.06 0.000
23.000 2.39 0.56 2.44 0.000
23.017 2.39 0.56 2.37 0.000
23.033 2.38 0.56 2.36 0.000
23.050 2.38 0.56 2.36 0.000
23.067 2.38 0.56 2.35 0.000
23.083 2.37 0.56 2.35 0.000
23.100 2.40 0.57 4.03 0.000
23.117 2.58 0.61 3.44 0.000
23.133 2.36 0.55 0.58 0.000
23.150 2.35 0.55 1.62 0.000
23.167 2.35 0.55 2.44 0.000
23.183 2.35 0.55 2.34 0.000
23.200 2.35 0.55 2.33 0.000
23.217 2.34 0.55 2.33 0.000
23.233 2.34 0.55 2.32 0.000
23.250 2.34 0.55 2.70 0.000
23.267 2.55 0.60 5.21 0.000
23.283 2.36 0.55 0.66 0.000
23.300 2.32 0.55 0.92 0.000
23.317 2.32 0.55 2.32 0.000
23.333 2.31 0.54 2.41 0.000
23.350 2.31 0.54 2.32 0.000
23.367 2.31 0.54 2.30 0.000
23.383 2.31 0.54 2.29 0.000
23.400 2.31 0.54 2.29 0.000
23.417 2.43 0.57 5.14 0.000
23.433 2.41 0.57 1.66 0.000
23.450 2.29 0.54 0.27 0.000
23.467 2.29 0.54 2.27 0.000
23.483 2.28 0.54 2.27 0.000
23.500 2.28 0.54 2.35 0.000
23.517 2.28 0.54 2.32 0.000
23.533 2.28 0.54 2.27 0.000
23.550 2.28 0.54 2.34 0.000
23.567 2.30 0.54 3.80 0.000
23.583 2.47 0.58 3.26 0.000
23.600 2.26 0.53 0.43 0.000
23.617 2.26 0.53 2.09 0.000
23.633 2.26 0.53 1.90 0.000
23.650 2.25 0.53 2.24 0.000
23.667 2.25 0.53 2.23 0.000
23.683 2.24 0.53 2.28 0.000
23.700 2.25 0.53 2.33 0.000
23.717 2.24 0.53 2.23 0.000
23.733 2.39 0.56 3.95 0.000
23.750 2.32 0.55 2.78 0.000
23.767 2.23 0.53 1.10 0.000
23.783 2.23 0.52 1.28 0.000
23.800 2.23 0.52 2.21 0.000
23.817 2.22 0.52 2.20 0.000
23.833 2.22 0.52 2.20 0.000
23.850 2.21 0.52 2.21 0.000
23.867 2.21 0.52 2.29 0.000
23.883 2.23 0.53 2.32 0.000
23.900 2.41 0.57 5.19 0.000
23.917 2.20 0.52 0.84 0.000
23.933 2.20 0.52 0.67 0.000
23.950 2.20 0.52 2.18 0.000
23.967 2.19 0.52 2.18 0.000
23.983 2.19 0.52 2.18 0.000
24.000 2.19 0.51 2.17 0.000
24.017 2.18 0.51 2.17 0.000
24.033 2.18 0.51 2.26 0.000
24.050 2.28 0.54 3.09 0.000
24.067 2.28 0.54 3.50 0.000
24.083 2.16 0.51 1.81 0.000
24.100 2.15 0.51 0.53 0.000
24.117 2.14 0.50 2.21 0.000
24.133 2.13 0.50 2.17 0.000
24.150 2.12 0.50 2.15 0.000
24.167 2.10 0.50 2.14 0.000
24.183 2.09 0.50 2.14 0.000
24.200 2.08 0.50 2.14 0.000
24.217 2.22 0.52 3.58 0.000
24.233 2.11 0.50 3.61 0.000
24.250 2.03 0.50 0.03 0.000
24.267 2.02 0.50 1.64 0.000
24.283 2.00 0.50 2.13 0.000
24.300 1.99 0.50 2.12 0.000
24.317 1.97 0.50 2.12 0.000
24.333 1.96 0.50 2.12 0.000
24.350 1.94 0.50 2.10 0.000
24.367 1.93 0.50 2.07 0.000
24.383 2.12 0.50 3.00 0.000
24.400 1.92 0.50 3.58 0.000
24.417 1.90 0.50 1.22 0.000
24.433 1.89 0.50 0.63 0.000
24.450 1.88 0.50 1.95 0.000
24.467 1.87 0.50 1.92 0.000
24.483 1.85 0.50 1.95 0.000
24.500 1.84 0.50 2.07 0.000
24.517 1.83 0.50 2.04 0.000
24.533 1.85 0.50 2.10 0.000
24.550 2.00 0.50 2.09 0.000
24.567 1.81 0.50 4.02 0.000
24.583 1.80 0.50 0.41 0.000
24.600 1.79 0.50 1.97 0.000
24.617 1.78 0.50 2.04 0.000
24.633 1.78 0.50 2.02 0.000
24.650 1.77 0.50 2.00 0.000
24.667 1.76 0.50 1.99 0.000
24.683 1.75 0.50 1.97 0.000
24.700 1.78 0.50 1.96 0.000
24.717 1.91 0.50 1.95 0.000
24.733 1.73 0.50 1.93 0.000
24.750 1.72 0.50 2.13 0.000
24.767 1.72 0.50 1.91 0.000
24.783 1.71 0.50 1.90 0.000
24.800 1.71 0.50 1.89 0.000
24.817 1.70 0.50 1.88 0.000
24.833 1.69 0.50 1.87 0.000
24.850 1.69 0.50 1.86 0.000
24.867 1.72 0.50 1.85 0.000
24.883 1.84 0.50 1.83 0.000
24.900 1.67 0.50 1.85 0.000
24.917 1.67 0.50 1.99 0.000
24.933 1.66 0.50 1.82 0.000
24.950 1.66 0.50 1.80 0.000
24.967 1.65 0.50 1.79 0.000
24.983 1.65 0.50 1.78 0.000
25.000 1.64 0.50 1.78 0.000
**************************************************************************** FLOW PROCESS FROM NODE 470.00 TO NODE 480.00 IS CODE = 1.2 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< ============================================================================ (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #1)
RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90
TOTAL CATCHMENT AREA(ACRES) = 1.05
SOIL-LOSS RATE, Fm,(INCH/HR) = 0.215
LOW LOSS FRACTION = 0.857
TIME OF CONCENTRATION(MIN.) = 5.00
SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED:
RETURN FREQUENCY(YEARS) = 2
5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.19
30-MINUTE POINT RAINFALL VALUE(INCHES) = 0.40
1-HOUR POINT RAINFALL VALUE(INCHES) = 0.53
3-HOUR POINT RAINFALL VALUE(INCHES) = 0.89
6-HOUR POINT RAINFALL VALUE(INCHES) = 1.22
24-HOUR POINT RAINFALL VALUE(INCHES) = 2.05
---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 0.03
TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 0.15
----------------------------------------------------------------------------
============================================================================ 2 4 - H O U R S T O R M
R U N O F F H Y D R O G R A P H
============================================================================
HYDROGRAPH IN ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.
Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 0.5 1.0 1.5 2.0
----------------------------------------------------------------------------
0.017 0.0000 0.00 Q . . . .
0.033 0.0000 0.00 Q . . . .
0.050 0.0000 0.00 Q . . . .
0.067 0.0000 0.00 Q . . . .
0.083 0.0000 0.00 Q . . . .
0.100 0.0000 0.00 Q . . . .
0.117 0.0000 0.00 Q . . . .
0.133 0.0000 0.00 Q . . . .
0.150 0.0000 0.00 Q . . . .
0.167 0.0000 0.00 Q . . . .
0.183 0.0000 0.00 Q . . . .
0.200 0.0000 0.00 Q . . . .
0.217 0.0000 0.00 Q . . . .
0.233 0.0000 0.00 Q . . . .
0.250 0.0000 0.00 Q . . . .
0.267 0.0000 0.00 Q . . . .
0.283 0.0000 0.00 Q . . . .
0.300 0.0000 0.00 Q . . . .
0.317 0.0000 0.00 Q . . . .
0.333 0.0000 0.00 Q . . . .
0.350 0.0000 0.00 Q . . . .
0.367 0.0000 0.00 Q . . . .
0.383 0.0000 0.00 Q . . . .
0.400 0.0000 0.00 Q . . . .
0.417 0.0000 0.00 Q . . . .
0.433 0.0000 0.00 Q . . . .
0.450 0.0000 0.00 Q . . . .
0.467 0.0000 0.00 Q . . . .
0.483 0.0000 0.00 Q . . . .
0.500 0.0000 0.00 Q . . . .
0.517 0.0000 0.00 Q . . . .
0.533 0.0000 0.00 Q . . . .
0.550 0.0000 0.00 Q . . . .
0.567 0.0000 0.00 Q . . . .
0.583 0.0000 0.00 Q . . . .
0.600 0.0000 0.00 Q . . . .
0.617 0.0000 0.00 Q . . . .
0.633 0.0000 0.00 Q . . . .
0.650 0.0000 0.00 Q . . . .
0.667 0.0000 0.00 Q . . . .
0.683 0.0000 0.00 Q . . . .
0.700 0.0000 0.00 Q . . . .
0.717 0.0000 0.00 Q . . . .
0.733 0.0000 0.00 Q . . . .
0.750 0.0000 0.00 Q . . . .
0.767 0.0000 0.00 Q . . . .
0.783 0.0000 0.00 Q . . . .
0.800 0.0000 0.00 Q . . . .
0.817 0.0000 0.00 Q . . . .
0.833 0.0000 0.00 Q . . . .
0.850 0.0000 0.00 Q . . . .
0.867 0.0000 0.00 Q . . . .
0.883 0.0000 0.00 Q . . . .
0.900 0.0000 0.00 Q . . . .
0.917 0.0000 0.00 Q . . . .
0.933 0.0000 0.00 Q . . . .
0.950 0.0000 0.00 Q . . . .
0.967 0.0000 0.00 Q . . . .
0.983 0.0000 0.00 Q . . . .
1.000 0.0000 0.00 Q . . . .
1.017 0.0000 0.00 Q . . . .
1.033 0.0000 0.00 Q . . . .
1.050 0.0000 0.00 Q . . . .
1.067 0.0000 0.00 Q . . . .
1.083 0.0000 0.00 Q . . . .
1.100 0.0000 0.00 Q . . . .
1.117 0.0000 0.00 Q . . . .
1.133 0.0000 0.00 Q . . . .
1.150 0.0000 0.00 Q . . . .
1.167 0.0000 0.00 Q . . . .
1.183 0.0000 0.00 Q . . . .
1.200 0.0000 0.00 Q . . . .
1.217 0.0000 0.00 Q . . . .
1.233 0.0000 0.00 Q . . . .
1.250 0.0000 0.00 Q . . . .
1.267 0.0000 0.00 Q . . . .
1.283 0.0000 0.00 Q . . . .
1.300 0.0000 0.00 Q . . . .
1.317 0.0000 0.00 Q . . . .
1.333 0.0000 0.00 Q . . . .
1.350 0.0000 0.00 Q . . . .
1.367 0.0000 0.00 Q . . . .
1.383 0.0000 0.00 Q . . . .
1.400 0.0000 0.00 Q . . . .
1.417 0.0000 0.00 Q . . . .
1.433 0.0000 0.00 Q . . . .
1.450 0.0000 0.00 Q . . . .
1.467 0.0000 0.00 Q . . . .
1.483 0.0000 0.00 Q . . . .
1.500 0.0000 0.00 Q . . . .
1.517 0.0000 0.00 Q . . . .
1.533 0.0000 0.00 Q . . . .
1.550 0.0000 0.00 Q . . . .
1.567 0.0000 0.00 Q . . . .
1.583 0.0000 0.00 Q . . . .
1.600 0.0000 0.00 Q . . . .
1.617 0.0000 0.00 Q . . . .
1.633 0.0000 0.00 Q . . . .
1.650 0.0000 0.00 Q . . . .
1.667 0.0000 0.00 Q . . . .
1.683 0.0000 0.00 Q . . . .
1.700 0.0000 0.00 Q . . . .
1.717 0.0000 0.00 Q . . . .
1.733 0.0000 0.00 Q . . . .
1.750 0.0000 0.00 Q . . . .
1.767 0.0000 0.00 Q . . . .
1.783 0.0000 0.00 Q . . . .
1.800 0.0000 0.00 Q . . . .
1.817 0.0000 0.00 Q . . . .
1.833 0.0000 0.00 Q . . . .
1.850 0.0000 0.00 Q . . . .
1.867 0.0000 0.00 Q . . . .
1.883 0.0000 0.00 Q . . . .
1.900 0.0000 0.00 Q . . . .
1.917 0.0000 0.00 Q . . . .
1.933 0.0000 0.00 Q . . . .
1.950 0.0000 0.00 Q . . . .
1.967 0.0000 0.00 Q . . . .
1.983 0.0000 0.00 Q . . . .
2.000 0.0000 0.00 Q . . . .
2.017 0.0000 0.00 Q . . . .
2.033 0.0000 0.00 Q . . . .
2.050 0.0000 0.00 Q . . . .
2.067 0.0000 0.00 Q . . . .
2.083 0.0000 0.00 Q . . . .
2.100 0.0000 0.00 Q . . . .
2.117 0.0000 0.00 Q . . . .
2.133 0.0000 0.00 Q . . . .
2.150 0.0000 0.00 Q . . . .
2.167 0.0000 0.00 Q . . . .
2.183 0.0000 0.00 Q . . . .
2.200 0.0000 0.00 Q . . . .
2.217 0.0000 0.00 Q . . . .
2.233 0.0000 0.00 Q . . . .
2.250 0.0000 0.00 Q . . . .
2.267 0.0000 0.00 Q . . . .
2.283 0.0000 0.00 Q . . . .
2.300 0.0000 0.00 Q . . . .
2.317 0.0000 0.00 Q . . . .
2.333 0.0000 0.00 Q . . . .
2.350 0.0000 0.00 Q . . . .
2.367 0.0000 0.00 Q . . . .
2.383 0.0000 0.00 Q . . . .
2.400 0.0000 0.00 Q . . . .
2.417 0.0000 0.00 Q . . . .
2.433 0.0000 0.00 Q . . . .
2.450 0.0000 0.00 Q . . . .
2.467 0.0000 0.00 Q . . . .
2.483 0.0000 0.00 Q . . . .
2.500 0.0000 0.00 Q . . . .
2.517 0.0000 0.00 Q . . . .
2.533 0.0000 0.00 Q . . . .
2.550 0.0000 0.00 Q . . . .
2.567 0.0000 0.00 Q . . . .
2.583 0.0000 0.00 Q . . . .
2.600 0.0000 0.00 Q . . . .
2.617 0.0000 0.00 Q . . . .
2.633 0.0000 0.00 Q . . . .
2.650 0.0000 0.00 Q . . . .
2.667 0.0000 0.00 Q . . . .
2.683 0.0000 0.00 Q . . . .
2.700 0.0000 0.00 Q . . . .
2.717 0.0000 0.00 Q . . . .
2.733 0.0000 0.00 Q . . . .
2.750 0.0000 0.00 Q . . . .
2.767 0.0000 0.00 Q . . . .
2.783 0.0000 0.00 Q . . . .
2.800 0.0000 0.00 Q . . . .
2.817 0.0000 0.00 Q . . . .
2.833 0.0000 0.00 Q . . . .
2.850 0.0000 0.00 Q . . . .
2.867 0.0000 0.00 Q . . . .
2.883 0.0000 0.00 Q . . . .
2.900 0.0000 0.00 Q . . . .
2.917 0.0000 0.00 Q . . . .
2.933 0.0000 0.00 Q . . . .
2.950 0.0000 0.00 Q . . . .
2.967 0.0000 0.00 Q . . . .
2.983 0.0000 0.00 Q . . . .
3.000 0.0000 0.00 Q . . . .
3.017 0.0000 0.00 Q . . . .
3.033 0.0000 0.00 Q . . . .
3.050 0.0000 0.00 Q . . . .
3.067 0.0000 0.00 Q . . . .
3.083 0.0000 0.00 Q . . . .
3.100 0.0000 0.00 Q . . . .
3.117 0.0000 0.00 Q . . . .
3.133 0.0000 0.00 Q . . . .
3.150 0.0000 0.00 Q . . . .
3.167 0.0000 0.00 Q . . . .
3.183 0.0000 0.00 Q . . . .
3.200 0.0000 0.00 Q . . . .
3.217 0.0000 0.00 Q . . . .
3.233 0.0000 0.00 Q . . . .
3.250 0.0000 0.00 Q . . . .
3.267 0.0000 0.00 Q . . . .
3.283 0.0000 0.00 Q . . . .
3.300 0.0000 0.00 Q . . . .
3.317 0.0000 0.00 Q . . . .
3.333 0.0000 0.00 Q . . . .
3.350 0.0000 0.00 Q . . . .
3.367 0.0000 0.00 Q . . . .
3.383 0.0000 0.00 Q . . . .
3.400 0.0000 0.00 Q . . . .
3.417 0.0000 0.00 Q . . . .
3.433 0.0000 0.00 Q . . . .
3.450 0.0000 0.00 Q . . . .
3.467 0.0000 0.00 Q . . . .
3.483 0.0000 0.00 Q . . . .
3.500 0.0000 0.00 Q . . . .
3.517 0.0000 0.00 Q . . . .
3.533 0.0000 0.00 Q . . . .
3.550 0.0000 0.00 Q . . . .
3.567 0.0000 0.00 Q . . . .
3.583 0.0000 0.00 Q . . . .
3.600 0.0000 0.00 Q . . . .
3.617 0.0000 0.00 Q . . . .
3.633 0.0000 0.00 Q . . . .
3.650 0.0000 0.00 Q . . . .
3.667 0.0000 0.00 Q . . . .
3.683 0.0000 0.00 Q . . . .
3.700 0.0000 0.00 Q . . . .
3.717 0.0000 0.00 Q . . . .
3.733 0.0000 0.00 Q . . . .
3.750 0.0000 0.00 Q . . . .
3.767 0.0000 0.00 Q . . . .
3.783 0.0000 0.00 Q . . . .
3.800 0.0000 0.00 Q . . . .
3.817 0.0000 0.00 Q . . . .
3.833 0.0000 0.00 Q . . . .
3.850 0.0000 0.00 Q . . . .
3.867 0.0000 0.00 Q . . . .
3.883 0.0000 0.00 Q . . . .
3.900 0.0000 0.00 Q . . . .
3.917 0.0000 0.00 Q . . . .
3.933 0.0000 0.00 Q . . . .
3.950 0.0000 0.00 Q . . . .
3.967 0.0000 0.00 Q . . . .
3.983 0.0000 0.00 Q . . . .
4.000 0.0000 0.00 Q . . . .
4.017 0.0000 0.00 Q . . . .
4.033 0.0000 0.00 Q . . . .
4.050 0.0000 0.00 Q . . . .
4.067 0.0000 0.00 Q . . . .
4.083 0.0000 0.00 Q . . . .
4.100 0.0000 0.00 Q . . . .
4.117 0.0000 0.00 Q . . . .
4.133 0.0000 0.00 Q . . . .
4.150 0.0000 0.00 Q . . . .
4.167 0.0000 0.00 Q . . . .
4.183 0.0000 0.00 Q . . . .
4.200 0.0000 0.00 Q . . . .
4.217 0.0000 0.00 Q . . . .
4.233 0.0000 0.00 Q . . . .
4.250 0.0000 0.00 Q . . . .
4.267 0.0000 0.00 Q . . . .
4.283 0.0000 0.00 Q . . . .
4.300 0.0000 0.00 Q . . . .
4.317 0.0000 0.00 Q . . . .
4.333 0.0000 0.00 Q . . . .
4.350 0.0000 0.00 Q . . . .
4.367 0.0000 0.00 Q . . . .
4.383 0.0000 0.00 Q . . . .
4.400 0.0000 0.00 Q . . . .
4.417 0.0000 0.00 Q . . . .
4.433 0.0000 0.00 Q . . . .
4.450 0.0000 0.00 Q . . . .
4.467 0.0000 0.00 Q . . . .
4.483 0.0000 0.00 Q . . . .
4.500 0.0000 0.00 Q . . . .
4.517 0.0000 0.00 Q . . . .
4.533 0.0000 0.00 Q . . . .
4.550 0.0000 0.00 Q . . . .
4.567 0.0000 0.00 Q . . . .
4.583 0.0000 0.00 Q . . . .
4.600 0.0000 0.00 Q . . . .
4.617 0.0000 0.00 Q . . . .
4.633 0.0000 0.00 Q . . . .
4.650 0.0000 0.00 Q . . . .
4.667 0.0000 0.00 Q . . . .
4.683 0.0000 0.00 Q . . . .
4.700 0.0000 0.00 Q . . . .
4.717 0.0000 0.00 Q . . . .
4.733 0.0000 0.00 Q . . . .
4.750 0.0000 0.00 Q . . . .
4.767 0.0000 0.00 Q . . . .
4.783 0.0000 0.00 Q . . . .
4.800 0.0000 0.00 Q . . . .
4.817 0.0000 0.00 Q . . . .
4.833 0.0000 0.00 Q . . . .
4.850 0.0000 0.00 Q . . . .
4.867 0.0000 0.00 Q . . . .
4.883 0.0000 0.00 Q . . . .
4.900 0.0000 0.00 Q . . . .
4.917 0.0000 0.00 Q . . . .
4.933 0.0000 0.00 Q . . . .
4.950 0.0000 0.00 Q . . . .
4.967 0.0000 0.00 Q . . . .
4.983 0.0000 0.00 Q . . . .
5.000 0.0000 0.00 Q . . . .
5.017 0.0000 0.00 Q . . . .
5.033 0.0000 0.00 Q . . . .
5.050 0.0000 0.00 Q . . . .
5.067 0.0000 0.00 Q . . . .
5.083 0.0000 0.00 Q . . . .
5.100 0.0000 0.00 Q . . . .
5.117 0.0000 0.00 Q . . . .
5.133 0.0000 0.00 Q . . . .
5.150 0.0000 0.00 Q . . . .
5.167 0.0000 0.00 Q . . . .
5.183 0.0000 0.00 Q . . . .
5.200 0.0000 0.00 Q . . . .
5.217 0.0000 0.00 Q . . . .
5.233 0.0000 0.00 Q . . . .
5.250 0.0000 0.00 Q . . . .
5.267 0.0000 0.00 Q . . . .
5.283 0.0000 0.00 Q . . . .
5.300 0.0000 0.00 Q . . . .
5.317 0.0000 0.00 Q . . . .
5.333 0.0000 0.00 Q . . . .
5.350 0.0000 0.00 Q . . . .
5.367 0.0000 0.00 Q . . . .
5.383 0.0000 0.00 Q . . . .
5.400 0.0000 0.00 Q . . . .
5.417 0.0000 0.00 Q . . . .
5.433 0.0000 0.00 Q . . . .
5.450 0.0000 0.00 Q . . . .
5.467 0.0000 0.00 Q . . . .
5.483 0.0000 0.00 Q . . . .
5.500 0.0000 0.00 Q . . . .
5.517 0.0000 0.00 Q . . . .
5.533 0.0000 0.00 Q . . . .
5.550 0.0000 0.00 Q . . . .
5.567 0.0000 0.00 Q . . . .
5.583 0.0000 0.00 Q . . . .
5.600 0.0000 0.00 Q . . . .
5.617 0.0000 0.00 Q . . . .
5.633 0.0000 0.00 Q . . . .
5.650 0.0000 0.00 Q . . . .
5.667 0.0000 0.00 Q . . . .
5.683 0.0000 0.00 Q . . . .
5.700 0.0000 0.00 Q . . . .
5.717 0.0000 0.00 Q . . . .
5.733 0.0000 0.00 Q . . . .
5.750 0.0000 0.00 Q . . . .
5.767 0.0000 0.00 Q . . . .
5.783 0.0000 0.00 Q . . . .
5.800 0.0000 0.00 Q . . . .
5.817 0.0000 0.00 Q . . . .
5.833 0.0000 0.00 Q . . . .
5.850 0.0000 0.00 Q . . . .
5.867 0.0000 0.00 Q . . . .
5.883 0.0000 0.00 Q . . . .
5.900 0.0000 0.00 Q . . . .
5.917 0.0000 0.00 Q . . . .
5.933 0.0000 0.00 Q . . . .
5.950 0.0000 0.00 Q . . . .
5.967 0.0000 0.00 Q . . . .
5.983 0.0000 0.00 Q . . . .
6.000 0.0000 0.00 Q . . . .
6.017 0.0000 0.00 Q . . . .
6.033 0.0000 0.00 Q . . . .
6.050 0.0000 0.00 Q . . . .
6.067 0.0000 0.00 Q . . . .
6.083 0.0000 0.00 Q . . . .
6.100 0.0000 0.00 Q . . . .
6.117 0.0000 0.00 Q . . . .
6.133 0.0000 0.00 Q . . . .
6.150 0.0000 0.00 Q . . . .
6.167 0.0000 0.00 Q . . . .
6.183 0.0000 0.00 Q . . . .
6.200 0.0000 0.00 Q . . . .
6.217 0.0000 0.00 Q . . . .
6.233 0.0000 0.00 Q . . . .
6.250 0.0000 0.00 Q . . . .
6.267 0.0000 0.00 Q . . . .
6.283 0.0000 0.00 Q . . . .
6.300 0.0000 0.00 Q . . . .
6.317 0.0000 0.00 Q . . . .
6.333 0.0000 0.00 Q . . . .
6.350 0.0000 0.00 Q . . . .
6.367 0.0000 0.00 Q . . . .
6.383 0.0000 0.00 Q . . . .
6.400 0.0000 0.00 Q . . . .
6.417 0.0000 0.00 Q . . . .
6.433 0.0000 0.00 Q . . . .
6.450 0.0000 0.00 Q . . . .
6.467 0.0000 0.00 Q . . . .
6.483 0.0000 0.00 Q . . . .
6.500 0.0000 0.00 Q . . . .
6.517 0.0000 0.00 Q . . . .
6.533 0.0000 0.00 Q . . . .
6.550 0.0000 0.00 Q . . . .
6.567 0.0000 0.00 Q . . . .
6.583 0.0000 0.00 Q . . . .
6.600 0.0000 0.00 Q . . . .
6.617 0.0000 0.00 Q . . . .
6.633 0.0000 0.00 Q . . . .
6.650 0.0000 0.00 Q . . . .
6.667 0.0000 0.00 Q . . . .
6.683 0.0000 0.00 Q . . . .
6.700 0.0000 0.00 Q . . . .
6.717 0.0000 0.00 Q . . . .
6.733 0.0000 0.00 Q . . . .
6.750 0.0000 0.00 Q . . . .
6.767 0.0000 0.00 Q . . . .
6.783 0.0000 0.00 Q . . . .
6.800 0.0000 0.00 Q . . . .
6.817 0.0000 0.00 Q . . . .
6.833 0.0000 0.00 Q . . . .
6.850 0.0000 0.00 Q . . . .
6.867 0.0000 0.00 Q . . . .
6.883 0.0000 0.00 Q . . . .
6.900 0.0000 0.00 Q . . . .
6.917 0.0000 0.00 Q . . . .
6.933 0.0000 0.00 Q . . . .
6.950 0.0000 0.00 Q . . . .
6.967 0.0000 0.00 Q . . . .
6.983 0.0000 0.00 Q . . . .
7.000 0.0000 0.00 Q . . . .
7.017 0.0000 0.00 Q . . . .
7.033 0.0000 0.00 Q . . . .
7.050 0.0000 0.00 Q . . . .
7.067 0.0000 0.00 Q . . . .
7.083 0.0000 0.00 Q . . . .
7.100 0.0000 0.00 Q . . . .
7.117 0.0000 0.00 Q . . . .
7.133 0.0000 0.00 Q . . . .
7.150 0.0000 0.00 Q . . . .
7.167 0.0000 0.00 Q . . . .
7.183 0.0000 0.00 Q . . . .
7.200 0.0000 0.00 Q . . . .
7.217 0.0000 0.00 Q . . . .
7.233 0.0000 0.00 Q . . . .
7.250 0.0000 0.00 Q . . . .
7.267 0.0000 0.00 Q . . . .
7.283 0.0000 0.00 Q . . . .
7.300 0.0000 0.00 Q . . . .
7.317 0.0000 0.00 Q . . . .
7.333 0.0000 0.00 Q . . . .
7.350 0.0000 0.00 Q . . . .
7.367 0.0000 0.00 Q . . . .
7.383 0.0000 0.00 Q . . . .
7.400 0.0000 0.00 Q . . . .
7.417 0.0000 0.00 Q . . . .
7.433 0.0000 0.00 Q . . . .
7.450 0.0000 0.00 Q . . . .
7.467 0.0000 0.00 Q . . . .
7.483 0.0000 0.00 Q . . . .
7.500 0.0000 0.00 Q . . . .
7.517 0.0000 0.00 Q . . . .
7.533 0.0000 0.00 Q . . . .
7.550 0.0000 0.00 Q . . . .
7.567 0.0000 0.00 Q . . . .
7.583 0.0000 0.00 Q . . . .
7.600 0.0000 0.00 Q . . . .
7.617 0.0000 0.00 Q . . . .
7.633 0.0000 0.00 Q . . . .
7.650 0.0000 0.00 Q . . . .
7.667 0.0000 0.00 Q . . . .
7.683 0.0000 0.00 Q . . . .
7.700 0.0000 0.00 Q . . . .
7.717 0.0000 0.00 Q . . . .
7.733 0.0000 0.00 Q . . . .
7.750 0.0000 0.00 Q . . . .
7.767 0.0000 0.00 Q . . . .
7.783 0.0000 0.00 Q . . . .
7.800 0.0000 0.00 Q . . . .
7.817 0.0000 0.00 Q . . . .
7.833 0.0000 0.00 Q . . . .
7.850 0.0000 0.00 Q . . . .
7.867 0.0000 0.00 Q . . . .
7.883 0.0000 0.00 Q . . . .
7.900 0.0000 0.00 Q . . . .
7.917 0.0000 0.00 Q . . . .
7.933 0.0000 0.00 Q . . . .
7.950 0.0000 0.00 Q . . . .
7.967 0.0000 0.00 Q . . . .
7.983 0.0000 0.00 Q . . . .
8.000 0.0000 0.00 Q . . . .
8.017 0.0000 0.00 Q . . . .
8.033 0.0000 0.00 Q . . . .
8.050 0.0000 0.00 Q . . . .
8.067 0.0000 0.00 Q . . . .
8.083 0.0000 0.00 Q . . . .
8.100 0.0000 0.00 Q . . . .
8.117 0.0000 0.00 Q . . . .
8.133 0.0000 0.00 Q . . . .
8.150 0.0000 0.00 Q . . . .
8.167 0.0000 0.00 Q . . . .
8.183 0.0000 0.00 Q . . . .
8.200 0.0000 0.00 Q . . . .
8.217 0.0000 0.00 Q . . . .
8.233 0.0000 0.00 Q . . . .
8.250 0.0000 0.00 Q . . . .
8.267 0.0000 0.00 Q . . . .
8.283 0.0000 0.00 Q . . . .
8.300 0.0000 0.00 Q . . . .
8.317 0.0000 0.00 Q . . . .
8.333 0.0000 0.00 Q . . . .
8.350 0.0000 0.00 Q . . . .
8.367 0.0000 0.00 Q . . . .
8.383 0.0000 0.00 Q . . . .
8.400 0.0000 0.00 Q . . . .
8.417 0.0000 0.00 Q . . . .
8.433 0.0000 0.00 Q . . . .
8.450 0.0000 0.00 Q . . . .
8.467 0.0000 0.00 Q . . . .
8.483 0.0000 0.00 Q . . . .
8.500 0.0000 0.00 Q . . . .
8.517 0.0000 0.00 Q . . . .
8.533 0.0000 0.00 Q . . . .
8.550 0.0000 0.00 Q . . . .
8.567 0.0000 0.00 Q . . . .
8.583 0.0000 0.00 Q . . . .
8.600 0.0000 0.00 Q . . . .
8.617 0.0000 0.00 Q . . . .
8.633 0.0000 0.00 Q . . . .
8.650 0.0000 0.00 Q . . . .
8.667 0.0000 0.00 Q . . . .
8.683 0.0000 0.00 Q . . . .
8.700 0.0000 0.00 Q . . . .
8.717 0.0000 0.00 Q . . . .
8.733 0.0000 0.00 Q . . . .
8.750 0.0000 0.00 Q . . . .
8.767 0.0000 0.00 Q . . . .
8.783 0.0000 0.00 Q . . . .
8.800 0.0000 0.00 Q . . . .
8.817 0.0000 0.00 Q . . . .
8.833 0.0000 0.00 Q . . . .
8.850 0.0000 0.00 Q . . . .
8.867 0.0000 0.00 Q . . . .
8.883 0.0000 0.00 Q . . . .
8.900 0.0000 0.00 Q . . . .
8.917 0.0000 0.00 Q . . . .
8.933 0.0000 0.00 Q . . . .
8.950 0.0000 0.00 Q . . . .
8.967 0.0000 0.00 Q . . . .
8.983 0.0000 0.00 Q . . . .
9.000 0.0000 0.00 Q . . . .
9.017 0.0000 0.00 Q . . . .
9.033 0.0000 0.00 Q . . . .
9.050 0.0000 0.00 Q . . . .
9.067 0.0000 0.00 Q . . . .
9.083 0.0000 0.00 Q . . . .
9.100 0.0000 0.00 Q . . . .
9.117 0.0000 0.00 Q . . . .
9.133 0.0000 0.00 Q . . . .
9.150 0.0000 0.00 Q . . . .
9.167 0.0000 0.00 Q . . . .
9.183 0.0000 0.00 Q . . . .
9.200 0.0000 0.00 Q . . . .
9.217 0.0000 0.00 Q . . . .
9.233 0.0000 0.00 Q . . . .
9.250 0.0000 0.00 Q . . . .
9.267 0.0000 0.00 Q . . . .
9.283 0.0000 0.00 Q . . . .
9.300 0.0000 0.00 Q . . . .
9.317 0.0000 0.00 Q . . . .
9.333 0.0000 0.00 Q . . . .
9.350 0.0000 0.00 Q . . . .
9.367 0.0000 0.00 Q . . . .
9.383 0.0000 0.00 Q . . . .
9.400 0.0000 0.00 Q . . . .
9.417 0.0000 0.00 Q . . . .
9.433 0.0000 0.00 Q . . . .
9.450 0.0000 0.00 Q . . . .
9.467 0.0000 0.00 Q . . . .
9.483 0.0000 0.00 Q . . . .
9.500 0.0000 0.00 Q . . . .
9.517 0.0000 0.00 Q . . . .
9.533 0.0000 0.00 Q . . . .
9.550 0.0000 0.00 Q . . . .
9.567 0.0000 0.00 Q . . . .
9.583 0.0000 0.00 Q . . . .
9.600 0.0000 0.00 Q . . . .
9.617 0.0000 0.00 Q . . . .
9.633 0.0000 0.00 Q . . . .
9.650 0.0000 0.00 Q . . . .
9.667 0.0000 0.00 Q . . . .
9.683 0.0000 0.00 Q . . . .
9.700 0.0000 0.00 Q . . . .
9.717 0.0000 0.00 Q . . . .
9.733 0.0000 0.00 Q . . . .
9.750 0.0000 0.00 Q . . . .
9.767 0.0000 0.00 Q . . . .
9.783 0.0000 0.00 Q . . . .
9.800 0.0000 0.00 Q . . . .
9.817 0.0000 0.00 Q . . . .
9.833 0.0000 0.00 Q . . . .
9.850 0.0000 0.00 Q . . . .
9.867 0.0000 0.00 Q . . . .
9.883 0.0000 0.00 Q . . . .
9.900 0.0000 0.00 Q . . . .
9.917 0.0000 0.00 Q . . . .
9.933 0.0000 0.00 Q . . . .
9.950 0.0000 0.00 Q . . . .
9.967 0.0000 0.00 Q . . . .
9.983 0.0000 0.00 Q . . . .
10.000 0.0000 0.00 Q . . . .
10.017 0.0000 0.00 Q . . . .
10.033 0.0000 0.00 Q . . . .
10.050 0.0000 0.00 Q . . . .
10.067 0.0000 0.00 Q . . . .
10.083 0.0000 0.00 Q . . . .
10.100 0.0000 0.00 Q . . . .
10.117 0.0000 0.00 Q . . . .
10.133 0.0000 0.00 Q . . . .
10.150 0.0000 0.00 Q . . . .
10.167 0.0000 0.00 Q . . . .
10.183 0.0000 0.00 Q . . . .
10.200 0.0000 0.00 Q . . . .
10.217 0.0000 0.00 Q . . . .
10.233 0.0000 0.00 Q . . . .
10.250 0.0000 0.00 Q . . . .
10.267 0.0000 0.00 Q . . . .
10.283 0.0000 0.00 Q . . . .
10.300 0.0000 0.00 Q . . . .
10.317 0.0000 0.00 Q . . . .
10.333 0.0000 0.00 Q . . . .
10.350 0.0000 0.00 Q . . . .
10.367 0.0000 0.00 Q . . . .
10.383 0.0000 0.00 Q . . . .
10.400 0.0000 0.00 Q . . . .
10.417 0.0000 0.00 Q . . . .
10.433 0.0000 0.00 Q . . . .
10.450 0.0000 0.00 Q . . . .
10.467 0.0000 0.00 Q . . . .
10.483 0.0000 0.00 Q . . . .
10.500 0.0000 0.00 Q . . . .
10.517 0.0000 0.00 Q . . . .
10.533 0.0000 0.00 Q . . . .
10.550 0.0000 0.00 Q . . . .
10.567 0.0000 0.00 Q . . . .
10.583 0.0000 0.00 Q . . . .
10.600 0.0000 0.00 Q . . . .
10.617 0.0000 0.00 Q . . . .
10.633 0.0000 0.00 Q . . . .
10.650 0.0000 0.00 Q . . . .
10.667 0.0000 0.00 Q . . . .
10.683 0.0000 0.00 Q . . . .
10.700 0.0000 0.00 Q . . . .
10.717 0.0000 0.00 Q . . . .
10.733 0.0000 0.00 Q . . . .
10.750 0.0000 0.00 Q . . . .
10.767 0.0000 0.00 Q . . . .
10.783 0.0000 0.00 Q . . . .
10.800 0.0000 0.00 Q . . . .
10.817 0.0000 0.00 Q . . . .
10.833 0.0000 0.00 Q . . . .
10.850 0.0000 0.00 Q . . . .
10.867 0.0000 0.00 Q . . . .
10.883 0.0000 0.00 Q . . . .
10.900 0.0000 0.00 Q . . . .
10.917 0.0000 0.00 Q . . . .
10.933 0.0000 0.00 Q . . . .
10.950 0.0000 0.00 Q . . . .
10.967 0.0000 0.00 Q . . . .
10.983 0.0000 0.00 Q . . . .
11.000 0.0000 0.00 Q . . . .
11.017 0.0000 0.00 Q . . . .
11.033 0.0000 0.00 Q . . . .
11.050 0.0000 0.00 Q . . . .
11.067 0.0000 0.00 Q . . . .
11.083 0.0000 0.00 Q . . . .
11.100 0.0000 0.00 Q . . . .
11.117 0.0000 0.00 Q . . . .
11.133 0.0000 0.00 Q . . . .
11.150 0.0000 0.00 Q . . . .
11.167 0.0000 0.00 Q . . . .
11.183 0.0000 0.00 Q . . . .
11.200 0.0000 0.00 Q . . . .
11.217 0.0000 0.00 Q . . . .
11.233 0.0000 0.00 Q . . . .
11.250 0.0000 0.00 Q . . . .
11.267 0.0000 0.00 Q . . . .
11.283 0.0000 0.00 Q . . . .
11.300 0.0000 0.00 Q . . . .
11.317 0.0000 0.00 Q . . . .
11.333 0.0000 0.00 Q . . . .
11.350 0.0000 0.00 Q . . . .
11.367 0.0000 0.00 Q . . . .
11.383 0.0000 0.00 Q . . . .
11.400 0.0000 0.00 Q . . . .
11.417 0.0000 0.00 Q . . . .
11.433 0.0000 0.00 Q . . . .
11.450 0.0000 0.00 Q . . . .
11.467 0.0000 0.00 Q . . . .
11.483 0.0000 0.00 Q . . . .
11.500 0.0000 0.00 Q . . . .
11.517 0.0000 0.00 Q . . . .
11.533 0.0000 0.00 Q . . . .
11.550 0.0000 0.00 Q . . . .
11.567 0.0000 0.00 Q . . . .
11.583 0.0000 0.00 Q . . . .
11.600 0.0000 0.00 Q . . . .
11.617 0.0000 0.00 Q . . . .
11.633 0.0000 0.00 Q . . . .
11.650 0.0000 0.00 Q . . . .
11.667 0.0000 0.00 Q . . . .
11.683 0.0000 0.00 Q . . . .
11.700 0.0000 0.00 Q . . . .
11.717 0.0000 0.00 Q . . . .
11.733 0.0000 0.00 Q . . . .
11.750 0.0000 0.00 Q . . . .
11.767 0.0000 0.00 Q . . . .
11.783 0.0000 0.00 Q . . . .
11.800 0.0000 0.00 Q . . . .
11.817 0.0000 0.00 Q . . . .
11.833 0.0000 0.00 Q . . . .
11.850 0.0000 0.00 Q . . . .
11.867 0.0000 0.00 Q . . . .
11.883 0.0000 0.00 Q . . . .
11.900 0.0000 0.00 Q . . . .
11.917 0.0000 0.00 Q . . . .
11.933 0.0000 0.00 Q . . . .
11.950 0.0000 0.00 Q . . . .
11.967 0.0000 0.00 Q . . . .
11.983 0.0000 0.00 Q . . . .
12.000 0.0000 0.00 Q . . . .
12.017 0.0000 0.00 Q . . . .
12.033 0.0000 0.00 Q . . . .
12.050 0.0000 0.01 Q . . . .
12.067 0.0000 0.01 Q . . . .
12.083 0.0000 0.01 Q . . . .
12.100 0.0001 0.01 Q . . . .
12.117 0.0001 0.01 Q . . . .
12.133 0.0001 0.01 Q . . . .
12.150 0.0001 0.01 Q . . . .
12.167 0.0001 0.01 Q . . . .
12.183 0.0001 0.01 Q . . . .
12.200 0.0002 0.01 Q . . . .
12.217 0.0002 0.01 Q . . . .
12.233 0.0002 0.01 Q . . . .
12.250 0.0002 0.01 Q . . . .
12.267 0.0002 0.01 Q . . . .
12.283 0.0003 0.01 Q . . . .
12.300 0.0003 0.01 Q . . . .
12.317 0.0003 0.01 Q . . . .
12.333 0.0003 0.01 Q . . . .
12.350 0.0003 0.01 Q . . . .
12.367 0.0003 0.01 Q . . . .
12.383 0.0004 0.01 Q . . . .
12.400 0.0004 0.01 Q . . . .
12.417 0.0004 0.01 Q . . . .
12.433 0.0004 0.01 Q . . . .
12.450 0.0004 0.01 Q . . . .
12.467 0.0005 0.01 Q . . . .
12.483 0.0005 0.01 Q . . . .
12.500 0.0005 0.01 Q . . . .
12.517 0.0005 0.01 Q . . . .
12.533 0.0005 0.01 Q . . . .
12.550 0.0005 0.01 Q . . . .
12.567 0.0006 0.01 Q . . . .
12.583 0.0006 0.01 Q . . . .
12.600 0.0006 0.01 Q . . . .
12.617 0.0006 0.01 Q . . . .
12.633 0.0006 0.01 Q . . . .
12.650 0.0007 0.01 Q . . . .
12.667 0.0007 0.01 Q . . . .
12.683 0.0007 0.01 Q . . . .
12.700 0.0007 0.01 Q . . . .
12.717 0.0007 0.01 Q . . . .
12.733 0.0007 0.01 Q . . . .
12.750 0.0008 0.01 Q . . . .
12.767 0.0008 0.01 Q . . . .
12.783 0.0008 0.01 Q . . . .
12.800 0.0008 0.01 QV . . . .
12.817 0.0008 0.01 QV . . . .
12.833 0.0009 0.01 QV . . . .
12.850 0.0009 0.01 QV . . . .
12.867 0.0009 0.01 QV . . . .
12.883 0.0009 0.01 QV . . . .
12.900 0.0009 0.01 QV . . . .
12.917 0.0010 0.01 QV . . . .
12.933 0.0010 0.01 QV . . . .
12.950 0.0010 0.01 QV . . . .
12.967 0.0010 0.01 QV . . . .
12.983 0.0010 0.01 QV . . . .
13.000 0.0011 0.01 QV . . . .
13.017 0.0011 0.01 QV . . . .
13.033 0.0011 0.01 QV . . . .
13.050 0.0011 0.01 QV . . . .
13.067 0.0011 0.01 QV . . . .
13.083 0.0012 0.01 QV . . . .
13.100 0.0012 0.01 QV . . . .
13.117 0.0012 0.01 QV . . . .
13.133 0.0012 0.01 QV . . . .
13.150 0.0012 0.01 QV . . . .
13.167 0.0013 0.01 QV . . . .
13.183 0.0013 0.01 QV . . . .
13.200 0.0013 0.01 QV . . . .
13.217 0.0013 0.02 QV . . . .
13.233 0.0013 0.02 QV . . . .
13.250 0.0014 0.02 QV . . . .
13.267 0.0014 0.02 QV . . . .
13.283 0.0014 0.02 QV . . . .
13.300 0.0014 0.02 QV . . . .
13.317 0.0014 0.02 QV . . . .
13.333 0.0015 0.02 QV . . . .
13.350 0.0015 0.02 QV . . . .
13.367 0.0015 0.02 QV . . . .
13.383 0.0015 0.02 QV . . . .
13.400 0.0016 0.02 QV . . . .
13.417 0.0016 0.02 QV . . . .
13.433 0.0016 0.02 QV . . . .
13.450 0.0016 0.02 QV . . . .
13.467 0.0016 0.02 Q V . . . .
13.483 0.0017 0.02 Q V . . . .
13.500 0.0017 0.02 Q V . . . .
13.517 0.0017 0.02 Q V . . . .
13.533 0.0017 0.02 Q V . . . .
13.550 0.0018 0.02 Q V . . . .
13.567 0.0018 0.02 Q V . . . .
13.583 0.0018 0.02 Q V . . . .
13.600 0.0018 0.02 Q V . . . .
13.617 0.0018 0.02 Q V . . . .
13.633 0.0019 0.02 Q V . . . .
13.650 0.0019 0.02 Q V . . . .
13.667 0.0019 0.02 Q V . . . .
13.683 0.0019 0.02 Q V . . . .
13.700 0.0020 0.02 Q V . . . .
13.717 0.0020 0.02 Q V . . . .
13.733 0.0020 0.02 Q V . . . .
13.750 0.0020 0.02 Q V . . . .
13.767 0.0020 0.02 Q V . . . .
13.783 0.0021 0.02 Q V . . . .
13.800 0.0021 0.02 Q V . . . .
13.817 0.0021 0.02 Q V . . . .
13.833 0.0021 0.02 Q V . . . .
13.850 0.0022 0.02 Q V . . . .
13.867 0.0022 0.02 Q V . . . .
13.883 0.0022 0.02 Q V . . . .
13.900 0.0022 0.02 Q V . . . .
13.917 0.0023 0.02 Q V . . . .
13.933 0.0023 0.02 Q V . . . .
13.950 0.0023 0.02 Q V . . . .
13.967 0.0023 0.02 Q V . . . .
13.983 0.0024 0.02 Q V . . . .
14.000 0.0024 0.02 Q V . . . .
14.017 0.0024 0.02 Q V . . . .
14.033 0.0024 0.02 Q V . . . .
14.050 0.0025 0.02 Q V . . . .
14.067 0.0025 0.02 Q V . . . .
14.083 0.0025 0.02 Q V . . . .
14.100 0.0025 0.02 Q V . . . .
14.117 0.0026 0.02 Q V . . . .
14.133 0.0026 0.02 Q V . . . .
14.150 0.0026 0.02 Q V . . . .
14.167 0.0026 0.02 Q V . . . .
14.183 0.0027 0.02 Q V . . . .
14.200 0.0027 0.02 Q V . . . .
14.217 0.0027 0.02 Q V . . . .
14.233 0.0027 0.02 Q V . . . .
14.250 0.0028 0.02 Q V . . . .
14.267 0.0028 0.02 Q V . . . .
14.283 0.0028 0.02 Q V . . . .
14.300 0.0029 0.02 Q V . . . .
14.317 0.0029 0.02 Q V . . . .
14.333 0.0029 0.02 Q V . . . .
14.350 0.0029 0.02 Q V . . . .
14.367 0.0030 0.02 Q V . . . .
14.383 0.0030 0.02 Q V . . . .
14.400 0.0030 0.02 Q V . . . .
14.417 0.0031 0.02 Q V . . . .
14.433 0.0031 0.02 Q V . . . .
14.450 0.0031 0.02 Q V . . . .
14.467 0.0031 0.02 Q V . . . .
14.483 0.0032 0.02 Q V . . . .
14.500 0.0032 0.02 Q V . . . .
14.517 0.0032 0.02 Q V . . . .
14.533 0.0033 0.02 Q V . . . .
14.550 0.0033 0.02 Q V . . . .
14.567 0.0033 0.02 Q V . . . .
14.583 0.0034 0.02 Q V . . . .
14.600 0.0034 0.02 Q V . . . .
14.617 0.0034 0.02 Q V . . . .
14.633 0.0034 0.02 Q V . . . .
14.650 0.0035 0.02 Q V . . . .
14.667 0.0035 0.02 Q V . . . .
14.683 0.0035 0.02 Q V . . . .
14.700 0.0036 0.02 Q V . . . .
14.717 0.0036 0.02 Q V . . . .
14.733 0.0036 0.02 Q V . . . .
14.750 0.0037 0.02 Q V . . . .
14.767 0.0037 0.02 Q V . . . .
14.783 0.0037 0.02 Q V . . . .
14.800 0.0038 0.02 Q V . . . .
14.817 0.0038 0.02 Q V . . . .
14.833 0.0038 0.02 Q V . . . .
14.850 0.0039 0.02 Q V . . . .
14.867 0.0039 0.02 Q V . . . .
14.883 0.0039 0.02 Q V . . . .
14.900 0.0040 0.03 Q V . . . .
14.917 0.0040 0.03 Q V . . . .
14.933 0.0040 0.03 Q V . . . .
14.950 0.0041 0.03 Q V . . . .
14.967 0.0041 0.03 Q V . . . .
14.983 0.0041 0.03 Q V . . . .
15.000 0.0042 0.03 Q V . . . .
15.017 0.0042 0.03 Q V . . . .
15.033 0.0043 0.03 Q V . . . .
15.050 0.0043 0.03 Q V . . . .
15.067 0.0043 0.03 Q V . . . .
15.083 0.0044 0.03 Q V . . . .
15.100 0.0044 0.03 Q V . . . .
15.117 0.0044 0.03 Q V . . . .
15.133 0.0045 0.03 Q V . . . .
15.150 0.0045 0.03 Q V . . . .
15.167 0.0046 0.03 Q V . . . .
15.183 0.0046 0.03 Q V . . . .
15.200 0.0046 0.03 Q V . . . .
15.217 0.0047 0.03 Q V . . . .
15.233 0.0047 0.03 Q V . . . .
15.250 0.0048 0.03 Q V . . . .
15.267 0.0048 0.03 Q V . . . .
15.283 0.0049 0.03 Q V . . . .
15.300 0.0049 0.03 Q V . . . .
15.317 0.0049 0.03 Q V . . . .
15.333 0.0050 0.03 Q V . . . .
15.350 0.0050 0.03 Q V . . . .
15.367 0.0051 0.03 Q V . . . .
15.383 0.0051 0.03 Q V . . . .
15.400 0.0052 0.03 Q V . . . .
15.417 0.0052 0.03 Q V . . . .
15.433 0.0052 0.03 Q V . . . .
15.450 0.0053 0.03 Q V . . . .
15.467 0.0053 0.03 Q V . . . .
15.483 0.0054 0.03 Q V . . . .
15.500 0.0054 0.03 Q V . . . .
15.517 0.0054 0.03 Q V . . . .
15.533 0.0055 0.04 Q V . . . .
15.550 0.0056 0.04 Q V . . . .
15.567 0.0056 0.04 Q V . . . .
15.583 0.0057 0.05 Q V . . . .
15.600 0.0057 0.05 Q V . . . .
15.617 0.0058 0.05 .Q V . . . .
15.633 0.0059 0.06 .Q V . . . .
15.650 0.0060 0.06 .Q V . . . .
15.667 0.0061 0.06 .Q V . . . .
15.683 0.0062 0.07 .Q V . . . .
15.700 0.0063 0.08 .Q V . . . .
15.717 0.0064 0.10 .Q V . . . .
15.733 0.0066 0.11 . Q V . . . .
15.750 0.0067 0.12 . Q V . . . .
15.767 0.0069 0.13 . Q V . . . .
15.783 0.0071 0.14 . Q V . . . .
15.800 0.0073 0.15 . Q V . . . .
15.817 0.0075 0.16 . Q V. . . .
15.833 0.0077 0.17 . Q V. . . .
15.850 0.0080 0.18 . Q V. . . .
15.867 0.0083 0.22 . Q V . . .
15.883 0.0086 0.25 . Q V . . .
15.900 0.0090 0.28 . Q .V . . .
15.917 0.0094 0.31 . Q .V . . .
15.933 0.0099 0.34 . Q . V . . .
15.950 0.0104 0.38 . Q . V . . .
15.967 0.0110 0.42 . Q . V . . .
15.983 0.0117 0.46 . Q. V . . .
16.000 0.0123 0.50 . Q V . . .
16.017 0.0132 0.66 . . Q V . . .
16.033 0.0146 0.95 . . V Q. . .
16.050 0.0163 1.23 . . V. Q . .
16.067 0.0183 1.52 . . . V .Q .
16.083 0.0210 1.95 . . . V . Q
16.100 0.0235 1.78 . . . V . Q .
16.117 0.0255 1.43 . . . Q.V .
16.133 0.0270 1.09 . . . Q . V .
16.150 0.0280 0.75 . . Q . . V .
16.167 0.0285 0.40 . Q . . . V .
16.183 0.0288 0.21 . Q . . . V .
16.200 0.0291 0.19 . Q . . . V .
16.217 0.0293 0.16 . Q . . . V .
16.233 0.0295 0.13 . Q . . . V .
16.250 0.0296 0.10 . Q . . . V .
16.267 0.0298 0.08 .Q . . . V .
16.283 0.0299 0.07 .Q . . . V .
16.300 0.0299 0.06 .Q . . . V .
16.317 0.0300 0.05 .Q . . . V .
16.333 0.0301 0.04 Q . . . V .
16.350 0.0301 0.03 Q . . . V .
16.367 0.0302 0.03 Q . . . V .
16.383 0.0302 0.03 Q . . . V .
16.400 0.0302 0.03 Q . . . V .
16.417 0.0303 0.03 Q . . . V .
16.433 0.0303 0.03 Q . . . V .
16.450 0.0304 0.03 Q . . . V .
16.467 0.0304 0.03 Q . . . V .
16.483 0.0305 0.03 Q . . . V .
16.500 0.0305 0.03 Q . . . V .
16.517 0.0305 0.03 Q . . . V .
16.533 0.0306 0.03 Q . . . V .
16.550 0.0306 0.03 Q . . . V .
16.567 0.0307 0.03 Q . . . V .
16.583 0.0307 0.03 Q . . . V .
16.600 0.0307 0.03 Q . . . V .
16.617 0.0308 0.03 Q . . . V .
16.633 0.0308 0.03 Q . . . V .
16.650 0.0308 0.03 Q . . . V .
16.667 0.0309 0.03 Q . . . V .
16.683 0.0309 0.02 Q . . . V .
16.700 0.0309 0.02 Q . . . V .
16.717 0.0310 0.02 Q . . . V .
16.733 0.0310 0.02 Q . . . V .
16.750 0.0310 0.02 Q . . . V .
16.767 0.0311 0.02 Q . . . V .
16.783 0.0311 0.02 Q . . . V .
16.800 0.0311 0.02 Q . . . V .
16.817 0.0312 0.02 Q . . . V .
16.833 0.0312 0.02 Q . . . V .
16.850 0.0312 0.02 Q . . . V .
16.867 0.0313 0.02 Q . . . V .
16.883 0.0313 0.02 Q . . . V .
16.900 0.0313 0.02 Q . . . V .
16.917 0.0313 0.02 Q . . . V .
16.933 0.0314 0.02 Q . . . V .
16.950 0.0314 0.02 Q . . . V .
16.967 0.0314 0.02 Q . . . V .
16.983 0.0315 0.02 Q . . . V .
17.000 0.0315 0.02 Q . . . V .
17.017 0.0315 0.02 Q . . . V .
17.033 0.0315 0.02 Q . . . V .
17.050 0.0316 0.02 Q . . . V .
17.067 0.0316 0.02 Q . . . V .
17.083 0.0316 0.02 Q . . . V .
17.100 0.0316 0.02 Q . . . V .
17.117 0.0317 0.02 Q . . . V .
17.133 0.0317 0.02 Q . . . V .
17.150 0.0317 0.02 Q . . . V .
17.167 0.0317 0.02 Q . . . V .
17.183 0.0318 0.02 Q . . . V .
17.200 0.0318 0.02 Q . . . V .
17.217 0.0318 0.02 Q . . . V .
17.233 0.0318 0.02 Q . . . V .
17.250 0.0319 0.02 Q . . . V .
17.267 0.0319 0.02 Q . . . V .
17.283 0.0319 0.02 Q . . . V .
17.300 0.0319 0.02 Q . . . V .
17.317 0.0319 0.02 Q . . . V .
17.333 0.0320 0.02 Q . . . V .
17.350 0.0320 0.02 Q . . . V.
17.367 0.0320 0.02 Q . . . V.
17.383 0.0320 0.02 Q . . . V.
17.400 0.0321 0.02 Q . . . V.
17.417 0.0321 0.02 Q . . . V.
17.433 0.0321 0.02 Q . . . V.
17.450 0.0321 0.02 Q . . . V.
17.467 0.0321 0.02 Q . . . V.
17.483 0.0322 0.02 Q . . . V.
17.500 0.0322 0.02 Q . . . V.
17.517 0.0322 0.01 Q . . . V.
17.533 0.0322 0.01 Q . . . V.
17.550 0.0322 0.01 Q . . . V.
17.567 0.0323 0.01 Q . . . V.
17.583 0.0323 0.01 Q . . . V.
17.600 0.0323 0.01 Q . . . V.
17.617 0.0323 0.01 Q . . . V.
17.633 0.0323 0.01 Q . . . V.
17.650 0.0324 0.01 Q . . . V.
17.667 0.0324 0.01 Q . . . V.
17.683 0.0324 0.01 Q . . . V.
17.700 0.0324 0.01 Q . . . V.
17.717 0.0324 0.01 Q . . . V.
17.733 0.0325 0.01 Q . . . V.
17.750 0.0325 0.01 Q . . . V.
17.767 0.0325 0.01 Q . . . V.
17.783 0.0325 0.01 Q . . . V.
17.800 0.0325 0.01 Q . . . V.
17.817 0.0326 0.01 Q . . . V.
17.833 0.0326 0.01 Q . . . V.
17.850 0.0326 0.01 Q . . . V.
17.867 0.0326 0.01 Q . . . V.
17.883 0.0326 0.01 Q . . . V.
17.900 0.0326 0.01 Q . . . V.
17.917 0.0327 0.01 Q . . . V.
17.933 0.0327 0.01 Q . . . V.
17.950 0.0327 0.01 Q . . . V.
17.967 0.0327 0.01 Q . . . V.
17.983 0.0327 0.01 Q . . . V.
18.000 0.0327 0.01 Q . . . V.
18.017 0.0328 0.01 Q . . . V.
18.033 0.0328 0.01 Q . . . V.
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1082.0
10% 100.0
20% 65.0
30% 45.0
40% 35.0
50% 30.0
60% 25.0
70% 20.0
80% 10.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 480.00 TO NODE 480.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================
STREAM HYDROGRAPH IN ONE-MINUTE UNIT INTERVALS(CFS)
(Notes: Time indicated is at END of Each Unit Intervals.
Peak 5-minute rainfall intensity is modeled as
a constant value for entire 5-minute period.)
---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0
----------------------------------------------------------------------------
0.017 0.0000 0.00 Q . . . .
0.033 0.0000 0.00 Q . . . .
0.050 0.0000 0.00 Q . . . .
0.067 0.0000 0.00 Q . . . .
0.083 0.0000 0.00 Q . . . .
0.100 0.0000 0.00 Q . . . .
0.117 0.0000 0.00 Q . . . .
0.133 0.0000 0.00 Q . . . .
0.150 0.0000 0.00 Q . . . .
0.167 0.0000 0.00 Q . . . .
0.183 0.0000 0.00 Q . . . .
0.200 0.0000 0.00 Q . . . .
0.217 0.0000 0.00 Q . . . .
0.233 0.0000 0.00 Q . . . .
0.250 0.0000 0.00 Q . . . .
0.267 0.0000 0.00 Q . . . .
0.283 0.0000 0.00 Q . . . .
0.300 0.0000 0.00 Q . . . .
0.317 0.0000 0.00 Q . . . .
0.333 0.0000 0.00 Q . . . .
0.350 0.0000 0.00 Q . . . .
0.367 0.0000 0.00 Q . . . .
0.383 0.0000 0.00 Q . . . .
0.400 0.0000 0.00 Q . . . .
0.417 0.0000 0.00 Q . . . .
0.433 0.0000 0.00 Q . . . .
0.450 0.0000 0.00 Q . . . .
0.467 0.0000 0.00 Q . . . .
0.483 0.0000 0.01 Q . . . .
0.500 0.0000 0.01 Q . . . .
0.517 0.0000 0.01 Q . . . .
0.533 0.0001 0.02 Q . . . .
0.550 0.0001 0.03 Q . . . .
0.567 0.0002 0.03 Q . . . .
0.583 0.0002 0.04 Q . . . .
0.600 0.0003 0.05 Q . . . .
0.617 0.0004 0.06 Q . . . .
0.633 0.0005 0.07 Q . . . .
0.650 0.0006 0.08 Q . . . .
0.667 0.0007 0.09 Q . . . .
0.683 0.0009 0.11 Q . . . .
0.700 0.0010 0.12 Q . . . .
0.717 0.0012 0.13 Q . . . .
0.733 0.0014 0.14 Q . . . .
0.750 0.0016 0.16 Q . . . .
0.767 0.0019 0.17 Q . . . .
0.783 0.0021 0.18 Q . . . .
0.800 0.0024 0.19 Q . . . .
0.817 0.0026 0.20 Q . . . .
0.833 0.0029 0.21 Q . . . .
0.850 0.0032 0.22 Q . . . .
0.867 0.0035 0.23 Q . . . .
0.883 0.0039 0.24 Q . . . .
0.900 0.0042 0.24 Q . . . .
0.917 0.0045 0.25 Q . . . .
0.933 0.0049 0.26 Q . . . .
0.950 0.0053 0.27 Q . . . .
0.967 0.0057 0.27 Q . . . .
0.983 0.0060 0.28 Q . . . .
1.000 0.0064 0.29 Q . . . .
1.017 0.0068 0.30 Q . . . .
1.033 0.0073 0.30 Q . . . .
1.050 0.0077 0.31 Q . . . .
1.067 0.0081 0.31 Q . . . .
1.083 0.0086 0.32 Q . . . .
1.100 0.0090 0.33 Q . . . .
1.117 0.0095 0.33 Q . . . .
1.133 0.0099 0.34 Q . . . .
1.150 0.0104 0.34 Q . . . .
1.167 0.0109 0.35 Q . . . .
1.183 0.0114 0.35 Q . . . .
1.200 0.0118 0.36 Q . . . .
1.217 0.0123 0.36 Q . . . .
1.233 0.0128 0.36 Q . . . .
1.250 0.0133 0.37 Q . . . .
1.267 0.0139 0.37 Q . . . .
1.283 0.0144 0.38 Q . . . .
1.300 0.0149 0.38 Q . . . .
1.317 0.0154 0.38 Q . . . .
1.333 0.0160 0.39 Q . . . .
1.350 0.0165 0.39 Q . . . .
1.367 0.0170 0.39 Q . . . .
1.383 0.0176 0.40 Q . . . .
1.400 0.0181 0.40 Q . . . .
1.417 0.0187 0.40 Q . . . .
1.433 0.0192 0.41 Q . . . .
1.450 0.0198 0.41 Q . . . .
1.467 0.0204 0.41 Q . . . .
1.483 0.0209 0.41 Q . . . .
1.500 0.0215 0.42 Q . . . .
1.517 0.0221 0.42 Q . . . .
1.533 0.0227 0.42 Q . . . .
1.550 0.0233 0.42 Q . . . .
1.567 0.0238 0.42 Q . . . .
1.583 0.0244 0.43 Q . . . .
1.600 0.0250 0.43 Q . . . .
1.617 0.0256 0.43 Q . . . .
1.633 0.0262 0.43 Q . . . .
1.650 0.0268 0.43 Q . . . .
1.667 0.0274 0.44 Q . . . .
1.683 0.0280 0.44 Q . . . .
1.700 0.0286 0.44 Q . . . .
1.717 0.0292 0.44 Q . . . .
1.733 0.0298 0.44 Q . . . .
1.750 0.0305 0.45 Q . . . .
1.767 0.0311 0.45 Q . . . .
1.783 0.0317 0.45 Q . . . .
1.800 0.0323 0.45 Q . . . .
1.817 0.0329 0.45 Q . . . .
1.833 0.0335 0.45 Q . . . .
1.850 0.0342 0.45 Q . . . .
1.867 0.0348 0.46 Q . . . .
1.883 0.0354 0.46 Q . . . .
1.900 0.0361 0.46 Q . . . .
1.917 0.0367 0.46 Q . . . .
1.933 0.0373 0.46 Q . . . .
1.950 0.0380 0.49 Q . . . .
1.967 0.0388 0.60 Q . . . .
1.983 0.0398 0.73 Q . . . .
2.000 0.0410 0.87 Q . . . .
2.017 0.0424 1.00 Q . . . .
2.033 0.0440 1.14 Q . . . .
2.050 0.0457 1.27 Q . . . .
2.067 0.0477 1.40 Q . . . .
2.083 0.0498 1.54 Q . . . .
2.100 0.0521 1.67 Q . . . .
2.117 0.0544 1.71 Q . . . .
2.133 0.0568 1.72 Q . . . .
2.150 0.0592 1.72 Q . . . .
2.167 0.0616 1.73 Q . . . .
2.183 0.0639 1.73 Q . . . .
2.200 0.0663 1.74 Q . . . .
2.217 0.0687 1.75 Q . . . .
2.233 0.0712 1.76 Q . . . .
2.250 0.0736 1.76 Q . . . .
2.267 0.0760 1.77 Q . . . .
2.283 0.0785 1.78 Q . . . .
2.300 0.0810 1.79 Q . . . .
2.317 0.0835 1.81 Q . . . .
2.333 0.0860 1.82 Q . . . .
2.350 0.0885 1.83 Q . . . .
2.367 0.0910 1.84 Q . . . .
2.383 0.0936 1.86 Q . . . .
2.400 0.0961 1.87 Q . . . .
2.417 0.0987 1.88 Q . . . .
2.433 0.1014 1.90 Q . . . .
2.450 0.1040 1.91 Q . . . .
2.467 0.1066 1.92 Q . . . .
2.483 0.1093 1.94 Q . . . .
2.500 0.1120 1.95 Q . . . .
2.517 0.1147 1.97 Q . . . .
2.533 0.1174 1.98 Q . . . .
2.550 0.1203 2.09 Q . . . .
2.567 0.1280 5.57 VQ . . . .
2.583 0.1344 4.67 Q . . . .
2.600 0.1378 2.48 Q . . . .
2.617 0.1472 6.76 VQ . . . .
2.633 0.1512 2.93 Q . . . .
2.650 0.1550 2.77 Q . . . .
2.667 0.1619 5.01 VQ . . . .
2.683 0.1649 2.16 Q . . . .
2.700 0.1665 1.20 Q . . . .
2.717 0.1711 3.30 Q . . . .
2.733 0.1750 2.86 Q . . . .
2.750 0.1777 1.91 Q . . . .
2.767 0.1797 1.49 Q . . . .
2.783 0.1832 2.56 Q . . . .
2.800 0.1907 5.40 VQ . . . .
2.817 0.1907 0.00 Q . . . .
2.833 0.1919 0.92 Q . . . .
2.850 0.1952 2.37 Q . . . .
2.867 0.1984 2.32 Q . . . .
2.883 0.2022 2.72 Q . . . .
2.900 0.2078 4.10 Q . . . .
2.917 0.2081 0.20 Q . . . .
2.933 0.2103 1.60 Q . . . .
2.950 0.2135 2.33 Q . . . .
2.967 0.2167 2.34 Q . . . .
2.983 0.2199 2.34 Q . . . .
3.000 0.2232 2.35 Q . . . .
3.017 0.2270 2.77 Q . . . .
3.033 0.2348 5.67 VQ . . . .
3.050 0.2350 0.17 Q . . . .
3.067 0.2379 2.06 Q . . . .
3.083 0.2412 2.42 Q . . . .
3.100 0.2445 2.43 Q . . . .
3.117 0.2479 2.43 Q . . . .
3.133 0.2512 2.43 Q . . . .
3.150 0.2546 2.44 Q . . . .
3.167 0.2576 2.20 Q . . . .
3.183 0.2613 2.63 Q . . . .
3.200 0.2653 2.96 Q . . . .
3.217 0.2666 0.91 Q . . . .
3.233 0.2699 2.37 Q . . . .
3.250 0.2731 2.37 Q . . . .
3.267 0.2764 2.37 Q . . . .
3.283 0.2797 2.37 Q . . . .
3.300 0.2830 2.44 Q . . . .
3.317 0.2873 3.12 Q . . . .
3.333 0.2910 2.64 Q . . . .
3.350 0.2943 2.44 Q . . . .
3.367 0.2977 2.45 Q . . . .
3.383 0.3013 2.64 Q . . . .
3.400 0.3071 4.19 Q . . . .
3.417 0.3087 1.20 Q . . . .
3.433 0.3113 1.89 Q . . . .
3.450 0.3140 1.95 Q . . . .
3.467 0.3168 1.98 Q . . . .
3.483 0.3201 2.42 Q . . . .
3.500 0.3234 2.42 Q . . . .
3.517 0.3268 2.42 Q . . . .
3.533 0.3301 2.43 Q . . . .
3.550 0.3334 2.43 Q . . . .
3.567 0.3368 2.43 Q . . . .
3.583 0.3401 2.43 Q . . . .
3.600 0.3438 2.68 Q . . . .
3.617 0.3482 3.17 Q . . . .
3.633 0.3517 2.54 Q . . . .
3.650 0.3572 3.98 Q . . . .
3.667 0.3601 2.16 Q . . . .
3.683 0.3623 1.56 Q . . . .
3.700 0.3657 2.51 Q . . . .
3.717 0.3691 2.45 Q . . . .
3.733 0.3725 2.45 Q . . . .
3.750 0.3750 1.81 Q . . . .
3.767 0.3781 2.26 Q . . . .
3.783 0.3814 2.44 Q . . . .
3.800 0.3848 2.44 Q . . . .
3.817 0.3882 2.44 Q . . . .
3.833 0.3915 2.44 Q . . . .
3.850 0.3949 2.44 Q . . . .
3.867 0.3983 2.45 Q . . . .
3.883 0.4016 2.45 Q . . . .
3.900 0.4063 3.37 Q . . . .
3.917 0.4108 3.28 Q . . . .
3.933 0.4159 3.71 Q . . . .
3.950 0.4170 0.82 Q . . . .
3.967 0.4205 2.52 QV . . . .
3.983 0.4240 2.53 QV . . . .
4.000 0.4275 2.54 QV . . . .
4.017 0.4307 2.31 QV . . . .
4.033 0.4336 2.12 QV . . . .
4.050 0.4366 2.19 QV . . . .
4.067 0.4400 2.45 QV . . . .
4.083 0.4434 2.49 QV . . . .
4.100 0.4469 2.50 QV . . . .
4.117 0.4503 2.50 QV . . . .
4.133 0.4537 2.50 QV . . . .
4.150 0.4572 2.50 QV . . . .
4.167 0.4607 2.58 QV . . . .
4.183 0.4653 3.30 QV . . . .
4.200 0.4707 3.91 QV . . . .
4.217 0.4747 2.92 QV . . . .
4.233 0.4764 1.23 QV . . . .
4.250 0.4799 2.58 QV . . . .
4.267 0.4835 2.58 QV . . . .
4.283 0.4870 2.57 QV . . . .
4.300 0.4906 2.57 QV . . . .
4.317 0.4934 2.03 QV . . . .
4.333 0.4962 2.09 QV . . . .
4.350 0.4997 2.51 QV . . . .
4.367 0.5032 2.51 QV . . . .
4.383 0.5066 2.51 QV . . . .
4.400 0.5101 2.51 QV . . . .
4.417 0.5136 2.52 QV . . . .
4.433 0.5170 2.52 QV . . . .
4.450 0.5205 2.52 QV . . . .
4.467 0.5255 3.65 QV . . . .
4.483 0.5302 3.42 QV . . . .
4.500 0.5335 2.39 QV . . . .
4.517 0.5362 1.98 QV . . . .
4.533 0.5398 2.60 QV . . . .
4.550 0.5434 2.61 QV . . . .
4.567 0.5470 2.62 QV . . . .
4.583 0.5506 2.63 QV . . . .
4.600 0.5542 2.55 QV . . . .
4.617 0.5568 1.90 QV . . . .
4.633 0.5601 2.40 QV . . . .
4.650 0.5636 2.57 QV . . . .
4.667 0.5671 2.57 QV . . . .
4.683 0.5707 2.57 QV . . . .
4.700 0.5742 2.57 QV . . . .
4.717 0.5778 2.58 QV . . . .
4.733 0.5813 2.58 QV . . . .
4.750 0.5877 4.61 QV . . . .
4.767 0.5902 1.80 QV . . . .
4.783 0.5938 2.64 QV . . . .
4.800 0.5974 2.65 QV . . . .
4.817 0.6011 2.64 QV . . . .
4.833 0.6047 2.64 QV . . . .
4.850 0.6084 2.64 QV . . . .
4.867 0.6120 2.65 QV . . . .
4.883 0.6153 2.41 QV . . . .
4.900 0.6189 2.59 QV . . . .
4.917 0.6215 1.93 QV . . . .
4.933 0.6251 2.55 QV . . . .
4.950 0.6286 2.59 QV . . . .
4.967 0.6322 2.59 QV . . . .
4.983 0.6358 2.59 QV . . . .
5.000 0.6393 2.59 QV . . . .
5.017 0.6440 3.40 QV . . . .
5.033 0.6481 2.92 QV . . . .
5.050 0.6517 2.66 QV . . . .
5.067 0.6554 2.68 QV . . . .
5.083 0.6591 2.69 QV . . . .
5.100 0.6628 2.70 QV . . . .
5.117 0.6666 2.70 QV . . . .
5.133 0.6703 2.70 QV . . . .
5.150 0.6740 2.71 QV . . . .
5.167 0.6777 2.71 QV . . . .
5.183 0.6807 2.16 QV . . . .
5.200 0.6838 2.25 QV . . . .
5.217 0.6875 2.65 QV . . . .
5.233 0.6911 2.65 QV . . . .
5.250 0.6948 2.65 QV . . . .
5.267 0.6986 2.74 QV . . . .
5.283 0.7042 4.12 QV . . . .
5.300 0.7059 1.21 QV . . . .
5.317 0.7099 2.95 QV . . . .
5.333 0.7146 3.40 QV . . . .
5.350 0.7184 2.76 QV . . . .
5.367 0.7222 2.72 QV . . . .
5.383 0.7259 2.72 QV . . . .
5.400 0.7297 2.73 QV . . . .
5.417 0.7335 2.73 QV . . . .
5.433 0.7372 2.73 QV . . . .
5.450 0.7410 2.73 QV . . . .
5.467 0.7446 2.65 QV . . . .
5.483 0.7474 1.98 QV . . . .
5.500 0.7508 2.51 QV . . . .
5.517 0.7545 2.67 QV . . . .
5.533 0.7598 3.82 QV . . . .
5.550 0.7624 1.96 QV . . . .
5.567 0.7656 2.32 QV . . . .
5.583 0.7693 2.68 QV . . . .
5.600 0.7730 2.69 QV . . . .
5.617 0.7776 3.33 QV . . . .
5.633 0.7821 3.22 QV . . . .
5.650 0.7859 2.79 QV . . . .
5.667 0.7897 2.79 QV . . . .
5.683 0.7936 2.79 QV . . . .
5.700 0.7974 2.79 QV . . . .
5.717 0.8013 2.80 QV . . . .
5.733 0.8051 2.80 QV . . . .
5.750 0.8090 2.80 QV . . . .
5.767 0.8124 2.51 QV . . . .
5.783 0.8161 2.63 QV . . . .
5.800 0.8206 3.26 QV . . . .
5.817 0.8229 1.71 QV . . . .
5.833 0.8267 2.74 QV . . . .
5.850 0.8305 2.74 QV . . . .
5.867 0.8343 2.75 QV . . . .
5.883 0.8380 2.74 Q V . . . .
5.900 0.8421 2.95 Q V . . . .
5.917 0.8472 3.69 Q V . . . .
5.933 0.8511 2.81 Q V . . . .
5.950 0.8549 2.82 Q V . . . .
5.967 0.8588 2.82 Q V . . . .
5.983 0.8627 2.82 Q V . . . .
6.000 0.8666 2.83 Q V . . . .
6.017 0.8710 3.18 Q V . . . .
6.033 0.8766 4.09 Q V . . . .
6.050 0.8776 0.69 Q V . . . .
6.067 0.8808 2.34 Q V . . . .
6.083 0.8846 2.76 Q V . . . .
6.100 0.8884 2.76 Q V . . . .
6.117 0.8922 2.76 Q V . . . .
6.133 0.8960 2.77 Q V . . . .
6.150 0.8998 2.77 Q V . . . .
6.167 0.9037 2.79 Q V . . . .
6.183 0.9078 2.99 Q V . . . .
6.200 0.9130 3.75 Q V . . . .
6.217 0.9170 2.91 Q V . . . .
6.233 0.9209 2.89 Q V . . . .
6.250 0.9249 2.89 Q V . . . .
6.267 0.9289 2.89 Q V . . . .
6.283 0.9341 3.79 Q V . . . .
6.300 0.9391 3.57 Q V . . . .
6.317 0.9413 1.62 Q V . . . .
6.333 0.9439 1.90 Q V . . . .
6.350 0.9476 2.68 Q V . . . .
6.367 0.9515 2.83 Q V . . . .
6.383 0.9554 2.84 Q V . . . .
6.400 0.9593 2.84 Q V . . . .
6.417 0.9632 2.83 Q V . . . .
6.433 0.9671 2.82 Q V . . . .
6.450 0.9710 2.82 Q V . . . .
6.467 0.9749 2.83 Q V . . . .
6.483 0.9797 3.50 Q V . . . .
6.500 0.9843 3.34 Q V . . . .
6.517 0.9883 2.92 Q V . . . .
6.533 0.9923 2.92 Q V . . . .
6.550 0.9989 4.78 Q V . . . .
6.567 1.0016 1.95 Q V . . . .
6.583 1.0046 2.19 Q V . . . .
6.600 1.0087 2.93 Q V . . . .
6.617 1.0123 2.62 Q V . . . .
6.633 1.0153 2.19 Q V . . . .
6.650 1.0192 2.83 Q V . . . .
6.667 1.0231 2.86 Q V . . . .
6.683 1.0271 2.87 Q V . . . .
6.700 1.0311 2.89 Q V . . . .
6.717 1.0351 2.89 Q V . . . .
6.733 1.0390 2.89 Q V . . . .
6.750 1.0430 2.90 Q V . . . .
6.767 1.0472 3.01 Q V . . . .
6.783 1.0524 3.79 Q V . . . .
6.800 1.0579 4.01 Q V . . . .
6.817 1.0636 4.14 Q V . . . .
6.833 1.0653 1.24 Q V . . . .
6.850 1.0695 3.00 Q V . . . .
6.867 1.0736 3.00 Q V . . . .
6.883 1.0777 3.00 Q V . . . .
6.900 1.0813 2.61 Q V . . . .
6.917 1.0850 2.70 Q V . . . .
6.933 1.0885 2.53 Q V . . . .
6.950 1.0926 2.93 Q V . . . .
6.967 1.0966 2.93 Q V . . . .
6.983 1.1006 2.92 Q V . . . .
7.000 1.1047 2.93 Q V . . . .
7.017 1.1087 2.93 Q V . . . .
7.033 1.1127 2.93 Q V . . . .
7.050 1.1169 3.06 Q V . . . .
7.067 1.1256 6.31 .QV . . . .
7.083 1.1272 1.12 Q V . . . .
7.100 1.1310 2.80 Q V . . . .
7.117 1.1352 3.03 Q V . . . .
7.133 1.1394 3.04 Q V . . . .
7.150 1.1436 3.04 Q V . . . .
7.167 1.1478 3.04 Q V . . . .
7.183 1.1518 2.94 Q V . . . .
7.200 1.1549 2.24 Q V . . . .
7.217 1.1588 2.83 Q V . . . .
7.233 1.1629 2.99 Q V . . . .
7.250 1.1670 3.00 Q V . . . .
7.267 1.1712 3.00 Q V . . . .
7.283 1.1753 3.00 Q V . . . .
7.300 1.1794 3.00 Q V . . . .
7.317 1.1846 3.78 Q V . . . .
7.333 1.1901 3.94 Q V . . . .
7.350 1.1937 2.65 Q V . . . .
7.367 1.1980 3.11 Q V . . . .
7.383 1.2023 3.11 Q V . . . .
7.400 1.2066 3.12 Q V . . . .
7.417 1.2109 3.12 Q V . . . .
7.433 1.2152 3.12 Q V . . . .
7.450 1.2195 3.13 Q V . . . .
7.467 1.2238 3.13 Q V . . . .
7.483 1.2276 2.78 Q V . . . .
7.500 1.2309 2.35 Q V . . . .
7.517 1.2350 3.01 Q V . . . .
7.533 1.2393 3.13 Q V . . . .
7.550 1.2456 4.57 Q V . . . .
7.567 1.2477 1.51 Q V . . . .
7.583 1.2519 3.04 Q V . . . .
7.600 1.2561 3.04 Q V . . . .
7.617 1.2604 3.17 Q V . . . .
7.633 1.2659 3.97 Q V . . . .
7.650 1.2705 3.31 Q V . . . .
7.667 1.2748 3.15 Q V . . . .
7.683 1.2792 3.15 Q V . . . .
7.700 1.2835 3.16 Q V . . . .
7.717 1.2879 3.16 Q V . . . .
7.733 1.2922 3.16 Q V . . . .
7.750 1.2966 3.18 Q V . . . .
7.767 1.3022 4.10 Q V . . . .
7.783 1.3054 2.30 Q V . . . .
7.800 1.3084 2.20 Q V . . . .
7.817 1.3126 3.03 Q V . . . .
7.833 1.3169 3.12 Q V . . . .
7.850 1.3212 3.12 Q V . . . .
7.867 1.3255 3.13 Q V . . . .
7.883 1.3298 3.13 Q V . . . .
7.900 1.3342 3.13 Q V . . . .
7.917 1.3399 4.16 Q V . . . .
7.933 1.3447 3.47 Q V . . . .
7.950 1.3491 3.24 Q V . . . .
7.967 1.3536 3.25 Q V . . . .
7.983 1.3581 3.25 Q V . . . .
8.000 1.3638 4.19 Q V . . . .
8.017 1.3698 4.30 Q V . . . .
8.033 1.3716 1.30 Q V . . . .
8.050 1.3749 2.41 Q V . . . .
8.067 1.3790 3.01 Q V . . . .
8.083 1.3834 3.16 Q V . . . .
8.100 1.3877 3.16 Q V . . . .
8.117 1.3921 3.16 Q V . . . .
8.133 1.3965 3.17 Q V . . . .
8.150 1.4008 3.17 Q V . . . .
8.167 1.4052 3.17 Q V . . . .
8.183 1.4096 3.18 Q V . . . .
8.200 1.4150 3.94 Q V . . . .
8.217 1.4201 3.70 Q V . . . .
8.233 1.4246 3.28 Q V . . . .
8.250 1.4308 4.48 Q V . . . .
8.267 1.4360 3.79 Q V . . . .
8.283 1.4385 1.84 Q V . . . .
8.300 1.4431 3.33 Q V . . . .
8.317 1.4477 3.33 Q V . . . .
8.333 1.4518 2.96 Q V . . . .
8.350 1.4553 2.56 Q V . . . .
8.367 1.4598 3.23 Q V . . . .
8.383 1.4642 3.25 Q V . . . .
8.400 1.4687 3.26 Q V . . . .
8.417 1.4732 3.26 Q V . . . .
8.433 1.4777 3.26 Q V . . . .
8.450 1.4822 3.27 Q V . . . .
8.467 1.4867 3.27 Q V . . . .
8.483 1.4918 3.69 Q V . . . .
8.500 1.5004 6.24 .Q V . . . .
8.517 1.5031 1.94 Q V . . . .
8.533 1.5071 2.94 Q V . . . .
8.550 1.5118 3.38 Q V . . . .
8.567 1.5164 3.38 Q V . . . .
8.583 1.5211 3.38 Q V . . . .
8.600 1.5257 3.39 Q V . . . .
8.617 1.5304 3.38 Q V . . . .
8.633 1.5340 2.65 Q V . . . .
8.650 1.5381 2.91 Q V . . . .
8.667 1.5426 3.30 Q V . . . .
8.683 1.5472 3.31 Q V . . . .
8.700 1.5517 3.31 Q V . . . .
8.717 1.5563 3.31 Q V . . . .
8.733 1.5620 4.15 Q V . . . .
8.750 1.5667 3.45 Q V . . . .
8.767 1.5712 3.24 Q V . . . .
8.783 1.5766 3.95 Q V . . . .
8.800 1.5814 3.45 Q V . . . .
8.817 1.5862 3.47 Q V . . . .
8.833 1.5909 3.47 Q V . . . .
8.850 1.5957 3.48 Q V . . . .
8.867 1.6005 3.48 Q V . . . .
8.883 1.6053 3.49 Q V . . . .
8.900 1.6100 3.35 Q V . . . .
8.917 1.6136 2.62 Q V . . . .
8.933 1.6195 4.34 Q V . . . .
8.950 1.6239 3.15 Q V . . . .
8.967 1.6276 2.73 Q V . . . .
8.983 1.6323 3.41 Q V . . . .
9.000 1.6370 3.42 Q V . . . .
9.017 1.6417 3.42 Q V . . . .
9.033 1.6465 3.44 Q V . . . .
9.050 1.6523 4.24 Q V . . . .
9.067 1.6578 3.94 Q V . . . .
9.083 1.6626 3.53 Q V . . . .
9.100 1.6675 3.53 Q V . . . .
9.117 1.6723 3.54 Q V . . . .
9.133 1.6772 3.54 Q V . . . .
9.150 1.6841 4.98 Q V . . . .
9.167 1.6893 3.76 Q V . . . .
9.183 1.6916 1.71 Q V . . . .
9.200 1.6954 2.77 Q V . . . .
9.217 1.7002 3.44 Q V . . . .
9.233 1.7049 3.46 Q V . . . .
9.250 1.7097 3.46 Q V . . . .
9.267 1.7145 3.47 Q V . . . .
9.283 1.7193 3.47 Q V . . . .
9.300 1.7241 3.47 Q V . . . .
9.317 1.7288 3.48 Q V . . . .
9.333 1.7339 3.66 Q V . . . .
9.350 1.7401 4.52 Q V . . . .
9.367 1.7453 3.78 Q V . . . .
9.383 1.7523 5.08 .Q V . . . .
9.400 1.7569 3.35 Q V . . . .
9.417 1.7614 3.22 Q V . . . .
9.433 1.7657 3.18 Q V . . . .
9.450 1.7708 3.66 Q V . . . .
9.467 1.7758 3.65 Q V . . . .
9.483 1.7798 2.89 Q V . . . .
9.500 1.7842 3.19 Q V . . . .
9.517 1.7891 3.58 Q V . . . .
9.533 1.7940 3.58 Q V . . . .
9.550 1.7990 3.58 Q V . . . .
9.567 1.8039 3.59 Q V . . . .
9.583 1.8089 3.59 Q V . . . .
9.600 1.8138 3.59 Q V . . . .
9.617 1.8212 5.36 .Q V . . . .
9.633 1.8271 4.31 Q V . . . .
9.650 1.8310 2.81 Q V . . . .
9.667 1.8361 3.71 Q V . . . .
9.683 1.8413 3.72 Q V . . . .
9.700 1.8464 3.72 Q V . . . .
9.717 1.8515 3.73 Q V . . . .
9.733 1.8567 3.73 Q V . . . .
9.750 1.8616 3.59 Q V . . . .
9.767 1.8655 2.84 Q V . . . .
9.783 1.8705 3.61 Q V . . . .
9.800 1.8753 3.50 Q V . . . .
9.817 1.8810 4.12 Q V . . . .
9.833 1.8872 4.50 Q V . . . .
9.850 1.8906 2.50 Q V . . . .
9.867 1.8957 3.68 Q V . . . .
9.883 1.9008 3.71 Q V . . . .
9.900 1.9071 4.56 Q V . . . .
9.917 1.9129 4.23 Q V . . . .
9.933 1.9182 3.83 Q V . . . .
9.950 1.9235 3.84 Q V . . . .
9.967 1.9288 3.85 Q V . . . .
9.983 1.9341 3.85 Q V . . . .
10.000 1.9394 3.86 Q V . . . .
10.017 1.9464 5.06 .Q V . . . .
10.033 1.9523 4.31 Q V . . . .
10.050 1.9540 1.26 Q V . . . .
10.067 1.9592 3.76 Q V . . . .
10.083 1.9644 3.77 Q V . . . .
10.100 1.9696 3.78 Q V . . . .
10.117 1.9748 3.77 Q V . . . .
10.133 1.9800 3.76 Q V . . . .
10.150 1.9852 3.77 Q V . . . .
10.167 1.9904 3.77 Q V . . . .
10.183 1.9958 3.97 Q V . . . .
10.200 2.0025 4.86 Q V . . . .
10.217 2.0081 4.07 Q V . . . .
10.233 2.0152 5.12 .Q V . . . .
10.250 2.0210 4.26 Q V . . . .
10.267 2.0253 3.12 Q V . . . .
10.283 2.0301 3.49 Q V . . . .
10.300 2.0356 3.95 Q V . . . .
10.317 2.0410 3.93 Q V . . . .
10.333 2.0453 3.11 Q V . . . .
10.350 2.0500 3.45 Q V . . . .
10.367 2.0553 3.84 Q V . . . .
10.383 2.0606 3.86 Q V . . . .
10.400 2.0660 3.88 Q V . . . .
10.417 2.0713 3.89 Q V . . . .
10.433 2.0767 3.89 Q V . . . .
10.450 2.0821 3.90 Q V . . . .
10.467 2.0894 5.33 .Q V . . . .
10.483 2.0972 5.68 .Q V . . . .
10.500 2.1009 2.67 Q V . . . .
10.517 2.1065 4.07 Q V . . . .
10.533 2.1121 4.08 Q V . . . .
10.550 2.1178 4.08 Q V . . . .
10.567 2.1234 4.09 Q V . . . .
10.583 2.1290 4.10 Q V . . . .
10.600 2.1345 3.93 Q V . . . .
10.617 2.1388 3.15 Q V . . . .
10.633 2.1441 3.86 Q V . . . .
10.650 2.1512 5.17 .Q V . . . .
10.667 2.1563 3.70 Q V . . . .
10.683 2.1608 3.23 Q V . . . .
10.700 2.1663 3.99 Q V . . . .
10.717 2.1718 3.99 Q V . . . .
10.733 2.1773 4.02 Q V . . . .
10.750 2.1841 4.95 Q V . . . .
10.767 2.1904 4.57 Q V . . . .
10.783 2.1962 4.16 Q V . . . .
10.800 2.2019 4.17 Q V . . . .
10.817 2.2077 4.17 Q V . . . .
10.833 2.2134 4.18 Q V . . . .
10.850 2.2214 5.76 .Q V . . . .
10.867 2.2274 4.42 Q V . . . .
10.883 2.2304 2.18 Q V . . . .
10.900 2.2351 3.38 Q V . . . .
10.917 2.2407 4.10 Q V . . . .
10.933 2.2464 4.12 Q V . . . .
10.950 2.2591 9.20 .Q V . . . .
10.967 2.2649 4.25 Q V . . . .
10.983 2.2681 2.27 Q V . . . .
11.000 2.2729 3.53 Q V . . . .
11.017 2.2759 2.18 Q V . . . .
11.033 2.2853 6.78 .Q V . . . .
11.050 2.2912 4.27 Q V . . . .
11.067 2.2972 4.40 Q V . . . .
11.083 2.3033 4.37 Q V . . . .
11.100 2.3093 4.38 Q V . . . .
11.117 2.3153 4.38 Q V . . . .
11.133 2.3212 4.25 Q V . . . .
11.150 2.3270 4.24 Q V . . . .
11.167 2.3341 5.14 .Q V . . . .
11.183 2.3385 3.19 Q V . . . .
11.200 2.3431 3.31 Q V . . . .
11.217 2.3489 4.25 Q V . . . .
11.233 2.3548 4.25 Q V . . . .
11.250 2.3606 4.26 Q V . . . .
11.267 2.3665 4.26 Q V . . . .
11.283 2.3724 4.27 Q V . . . .
11.300 2.3784 4.39 Q V . . . .
11.317 2.3863 5.74 .Q V . . . .
11.333 2.3925 4.46 Q V . . . .
11.350 2.3986 4.46 Q V . . . .
11.367 2.4048 4.47 Q V . . . .
11.383 2.4127 5.73 .Q V . . . .
11.400 2.4207 5.80 .Q V . . . .
11.417 2.4245 2.79 Q V . . . .
11.433 2.4305 4.36 Q V . . . .
11.450 2.4354 3.57 Q V . . . .
11.467 2.4414 4.31 Q V . . . .
11.483 2.4475 4.44 Q V . . . .
11.500 2.4536 4.45 Q V . . . .
11.517 2.4678 10.34 . Q V . . . .
11.533 2.4711 2.40 Q V . . . .
11.550 2.4711 0.00 Q V . . . .
11.567 2.4733 1.58 Q V . . . .
11.583 2.4822 6.47 .Q V . . . .
11.600 2.4944 8.82 .Q V . . . .
11.617 2.4996 3.81 Q V . . . .
11.633 2.5060 4.64 Q V . . . .
11.650 2.5122 4.50 Q V . . . .
11.667 2.5185 4.53 Q V . . . .
11.683 2.5249 4.66 Q V . . . .
11.700 2.5313 4.68 Q V . . . .
11.717 2.5378 4.69 Q V . . . .
11.733 2.5435 4.14 Q V . . . .
11.750 2.5494 4.28 Q V . . . .
11.767 2.5571 5.63 .Q V . . . .
11.783 2.5615 3.18 Q V . . . .
11.800 2.5678 4.57 Q V . . . .
11.817 2.5741 4.57 Q V . . . .
11.833 2.5804 4.58 Q V . . . .
11.850 2.5867 4.58 Q V . . . .
11.867 2.5934 4.85 Q V . . . .
11.883 2.6017 5.99 .Q V . . . .
11.900 2.6088 5.15 .Q V . . . .
11.917 2.6157 5.06 .Q V . . . .
11.933 2.6233 5.51 .Q V . . . .
11.950 2.6337 7.51 .Q V . . . .
11.967 2.6365 2.07 Q V . . . .
11.983 2.6433 4.88 Q V . . . .
12.000 2.6488 4.02 Q V . . . .
12.017 2.6549 4.43 Q V . . . .
12.033 2.6660 8.06 .Q V . . . .
12.050 2.6753 6.76 .Q V . . . .
12.067 2.6753 0.01 Q V . . . .
12.083 2.6760 0.48 Q V . . . .
12.100 2.6833 5.34 .Q V . . . .
12.117 2.6947 8.28 .Q V . . . .
12.133 2.7038 6.59 .Q V . . . .
12.150 2.7117 5.73 .Q V . . . .
12.167 2.7174 4.09 Q V . . . .
12.183 2.7247 5.36 .Q V . . . .
12.200 2.7322 5.41 .Q V . . . .
12.217 2.7397 5.45 .Q V . . . .
12.233 2.7473 5.50 .Q V . . . .
12.250 2.7547 5.39 .Q V . . . .
12.267 2.7619 5.26 .Q V . . . .
12.283 2.7690 5.14 .Q V . . . .
12.300 2.7771 5.90 .Q V . . . .
12.317 2.7821 3.58 Q V . . . .
12.333 2.7889 4.99 Q V . . . .
12.350 2.7960 5.16 .Q V . . . .
12.367 2.8032 5.17 .Q V . . . .
12.383 2.8103 5.19 .Q V . . . .
12.400 2.8176 5.28 .Q V . . . .
12.417 2.8261 6.20 .Q V . . . .
12.433 2.8352 6.59 .Q V . . . .
12.450 2.8428 5.53 .Q V . . . .
12.467 2.8516 6.38 .Q V . . . .
12.483 2.8623 7.81 .Q V . . . .
12.500 2.8664 2.94 Q V . . . .
12.517 2.8791 9.24 .Q V . . . .
12.533 2.8874 6.02 .Q V . . . .
12.550 2.8874 0.01 Q V . . . .
12.567 2.8902 1.98 Q V . . . .
12.583 2.9016 8.31 .Q V . . . .
12.600 2.9107 6.62 .Q V . . . .
12.617 2.9183 5.53 .Q V . . . .
12.633 2.9259 5.53 .Q V . . . .
12.650 2.9360 7.28 .Q V . . . .
12.667 2.9539 13.01 . Q V . . . .
12.683 2.9824 20.70 . Q V . . . .
12.700 2.9924 7.27 .Q V . . . .
12.717 3.0015 6.57 .Q V . . . .
12.733 3.0158 10.37 . Q V . . . .
12.750 3.0223 4.75 Q V . . . .
12.767 3.0241 1.32 Q V . . . .
12.783 3.0378 9.92 .Q V . . . .
12.800 3.0524 10.64 . Q V . . . .
12.817 3.0649 9.07 .Q V . . . .
12.833 3.0830 13.13 . Q V . . . .
12.850 3.0868 2.72 Q V . . . .
12.867 3.0907 2.89 Q V . . . .
12.883 3.0968 4.41 Q V . . . .
12.900 3.1090 8.88 .Q V . . . .
12.917 3.1182 6.63 .Q V . . . .
12.933 3.1281 7.21 .Q V . . . .
12.950 3.1381 7.25 .Q V . . . .
12.967 3.1610 16.61 . Q V . . . .
12.983 3.1672 4.52 Q V . . . .
13.000 3.1716 3.18 Q V . . . .
13.017 3.1771 3.99 Q V . . . .
13.033 3.1784 0.95 Q V . . . .
13.050 3.1889 7.66 .Q V . . . .
13.067 3.2049 11.55 . Q V . . . .
13.083 3.2145 6.99 .Q V . . . .
13.100 3.2241 7.00 .Q V . . . .
13.117 3.2338 7.02 .Q V . . . .
13.133 3.2555 15.73 . Q V . . . .
13.150 3.2636 5.90 .Q V . . . .
13.167 3.2636 0.01 Q V . . . .
13.183 3.2684 3.47 Q V . . . .
13.200 3.2827 10.40 . Q V . . . .
13.217 3.2964 9.91 .Q V . . . .
13.233 3.3066 7.41 .Q V . . . .
13.250 3.3168 7.44 .Q V . . . .
13.267 3.3271 7.47 .Q V . . . .
13.283 3.3367 6.98 .Q V . . . .
13.300 3.3460 6.75 .Q V . . . .
13.317 3.3561 7.32 .Q V . . . .
13.333 3.3662 7.34 .Q V . . . .
13.350 3.3792 9.40 .Q V . . . .
13.367 3.3872 5.81 .Q V . . . .
13.383 3.3971 7.22 .Q V . . . .
13.400 3.4082 8.06 .Q V . . . .
13.417 3.4226 10.47 . Q V . . . .
13.433 3.4334 7.80 .Q V . . . .
13.450 3.4337 0.26 Q V . . . .
13.467 3.4513 12.75 . Q V . . . .
13.483 3.4620 7.78 .Q V . . . .
13.500 3.4727 7.80 .Q V . . . .
13.517 3.4844 8.46 .Q V . . . .
13.533 3.4963 8.63 .Q V . . . .
13.550 3.5066 7.46 .Q V . . . .
13.567 3.5150 6.15 .Q V . . . .
13.583 3.5252 7.38 .Q V . . . .
13.600 3.5358 7.67 .Q V . . . .
13.617 3.5464 7.69 .Q V . . . .
13.633 3.5570 7.71 .Q V . . . .
13.650 3.5677 7.73 .Q V . . . .
13.667 3.5783 7.75 .Q V . . . .
13.683 3.5890 7.76 .Q V . . . .
13.700 3.5997 7.78 .Q V . . . .
13.717 3.6126 9.37 .Q V . . . .
13.733 3.6240 8.27 .Q V . . . .
13.750 3.6373 9.64 .Q V . . . .
13.767 3.6495 8.82 .Q V . . . .
13.783 3.6591 6.96 .Q V . . . .
13.800 3.6705 8.31 .Q V . . . .
13.817 3.6820 8.35 .Q V . . . .
13.833 3.6932 8.15 .Q V . . . .
13.850 3.7035 7.48 .Q V . . . .
13.867 3.7147 8.11 .Q V . . . .
13.883 3.7260 8.21 .Q V . . . .
13.900 3.7456 14.25 . Q V . . . .
13.917 3.7475 1.37 Q V . . . .
13.933 3.7550 5.43 .Q V . . . .
13.950 3.7721 12.38 . Q V. . . .
13.967 3.7858 9.95 .Q V. . . .
13.983 3.7968 7.98 .Q V. . . .
14.000 3.8092 9.03 .Q V. . . .
14.017 3.8211 8.65 .Q V. . . .
14.033 3.8331 8.68 .Q V. . . .
14.050 3.8451 8.76 .Q V. . . .
14.067 3.8572 8.80 .Q V. . . .
14.083 3.8694 8.83 .Q V. . . .
14.100 3.8816 8.87 .Q V. . . .
14.117 3.8946 9.39 .Q V. . . .
14.133 3.9078 9.60 .Q V. . . .
14.150 3.9171 6.73 .Q V. . . .
14.167 3.9291 8.73 .Q V. . . .
14.183 3.9412 8.75 .Q V. . . .
14.200 3.9532 8.77 .Q V. . . .
14.217 3.9654 8.80 .Q V. . . .
14.233 3.9775 8.82 .Q V. . . .
14.250 3.9897 8.85 .Q V. . . .
14.267 4.0025 9.26 .Q V. . . .
14.283 4.0170 10.56 . Q V. . . .
14.300 4.0303 9.66 .Q V. . . .
14.317 4.0453 10.91 . Q V. . . .
14.333 4.0596 10.37 . Q V. . . .
14.350 4.0710 8.29 .Q V. . . .
14.367 4.0842 9.54 .Q V. . . .
14.383 4.0975 9.67 .Q V. . . .
14.400 4.1103 9.27 .Q V. . . .
14.417 4.1277 12.64 . Q V. . . .
14.433 4.1369 6.68 .Q V. . . .
14.450 4.1495 9.14 .Q V. . . .
14.467 4.1614 8.66 .Q V. . . .
14.483 4.1808 14.11 . Q V. . . .
14.500 4.1912 7.50 .Q V . . .
14.517 4.2046 9.79 .Q V . . .
14.533 4.2199 11.11 . Q V . . .
14.550 4.2361 11.69 . Q V . . .
14.567 4.2507 10.64 . Q V . . .
14.583 4.2655 10.71 . Q V . . .
14.600 4.2857 14.73 . Q V . . .
14.617 4.2981 8.99 .Q V . . .
14.633 4.3117 9.87 .Q V . . .
14.650 4.3268 10.98 . Q V . . .
14.667 4.3413 10.50 . Q V . . .
14.683 4.3536 8.95 .Q V . . .
14.700 4.3679 10.34 . Q V . . .
14.717 4.3824 10.52 . Q V . . .
14.733 4.3969 10.56 . Q V . . .
14.750 4.4134 12.00 . Q V . . .
14.767 4.4283 10.79 . Q V . . .
14.783 4.4422 10.08 . Q V . . .
14.800 4.4573 10.96 . Q V . . .
14.817 4.4746 12.54 . Q V . . .
14.833 4.4910 11.94 . Q V . . .
14.850 4.5070 11.60 . Q V . . .
14.867 4.5274 14.84 . Q V . . .
14.883 4.5422 10.74 . Q V . . .
14.900 4.5569 10.68 . Q V . . .
14.917 4.5739 12.30 . Q V . . .
14.933 4.5899 11.63 . Q V . . .
14.950 4.6055 11.31 . Q V . . .
14.967 4.6207 11.10 . Q .V . . .
14.983 4.6370 11.78 . Q .V . . .
15.000 4.6532 11.82 . Q .V . . .
15.017 4.6695 11.77 . Q .V . . .
15.033 4.6857 11.79 . Q .V . . .
15.050 4.7035 12.94 . Q .V . . .
15.067 4.7217 13.19 . Q .V . . .
15.083 4.7393 12.82 . Q .V . . .
15.100 4.7571 12.90 . Q .V . . .
15.117 4.7749 12.89 . Q .V . . .
15.133 4.7928 12.98 . Q .V . . .
15.150 4.8108 13.07 . Q .V . . .
15.167 4.8289 13.16 . Q .V . . .
15.183 4.8520 16.77 . Q .V . . .
15.200 4.8677 11.40 . Q .V . . .
15.217 4.8839 11.79 . Q .V . . .
15.233 4.9016 12.83 . Q .V . . .
15.250 4.9240 16.24 . Q .V . . .
15.267 4.9374 9.76 .Q .V . . .
15.283 4.9562 13.67 . Q .V . . .
15.300 4.9758 14.23 . Q .V . . .
15.317 4.9946 13.61 . Q .V . . .
15.333 5.0134 13.69 . Q .V . . .
15.350 5.0353 15.84 . Q . V . . .
15.367 5.0603 18.21 . Q . V . . .
15.383 5.0783 13.06 . Q . V . . .
15.400 5.0992 15.12 . Q . V . . .
15.417 5.1201 15.24 . Q . V . . .
15.433 5.1433 16.84 . Q . V . . .
15.450 5.1666 16.86 . Q . V . . .
15.467 5.1880 15.55 . Q . V . . .
15.483 5.2075 14.18 . Q . V . . .
15.500 5.2275 14.50 . Q . V . . .
15.517 5.2487 15.38 . Q . V . . .
15.533 5.2701 15.58 . Q . V . . .
15.550 5.2918 15.71 . Q . V . . .
15.567 5.3137 15.91 . Q . V . . .
15.583 5.3396 18.80 . Q . V . . .
15.600 5.3652 18.60 . Q . V . . .
15.617 5.3825 12.53 . Q . V . . .
15.633 5.4007 13.26 . Q . V . . .
15.650 5.4267 18.89 . Q . V . . .
15.667 5.4498 16.74 . Q . V . . .
15.683 5.4732 16.97 . Q . V . . .
15.700 5.4969 17.20 . Q . V . . .
15.717 5.5212 17.67 . Q . V . . .
15.733 5.5466 18.46 . Q . V . . .
15.750 5.5728 18.99 . Q . V . . .
15.767 5.6018 21.03 . Q . V . . .
15.783 5.6324 22.26 . Q . V . . .
15.800 5.6700 27.31 . Q . V . . .
15.817 5.6959 18.75 . Q . V . . .
15.833 5.7271 22.69 . Q . V . . .
15.850 5.7595 23.52 . Q . V . . .
15.867 5.8019 30.77 . Q . V . . .
15.883 5.8457 31.77 . Q . V . . .
15.900 5.8947 35.63 . Q . V . . .
15.917 5.9437 35.54 . Q . V . . .
15.933 5.9986 39.89 . Q . V . . .
15.950 6.0638 47.31 . Q. V . . .
15.967 6.1360 52.44 . Q V . . .
15.983 6.2163 58.28 . .Q V . . .
16.000 6.3039 63.57 . . Q V . . .
16.017 6.3808 55.85 . .Q V . . .
16.033 6.4728 66.80 . . Q V . . .
16.050 6.5778 76.26 . . Q . . .
16.067 6.7240 106.09 . . V .Q . .
16.083 6.9060 132.14 . . V . Q . .
16.100 7.0876 131.82 . . V . Q . .
16.117 7.2720 133.91 . . V . Q . .
16.133 7.4708 144.30 . . V . Q . .
16.150 7.6868 156.81 . . V . .Q .
16.167 7.9193 168.80 . . V . . Q .
16.183 8.1692 181.48 . . V. . Q .
16.200 8.4208 182.64 . . V . Q .
16.217 8.6647 177.08 . . V . Q .
16.233 8.9001 170.89 . . .V . Q .
16.250 9.1272 164.85 . . .V . Q .
16.267 9.3452 158.27 . . . V .Q .
16.283 9.5533 151.07 . . . V Q .
16.300 9.7508 143.36 . . . V Q . .
16.317 9.9366 134.92 . . . V Q . .
16.333 10.1141 128.89 . . . VQ . .
16.350 10.2767 118.05 . . . QV . .
16.367 10.4335 113.81 . . . Q V . .
16.383 10.5927 115.58 . . . Q V . .
16.400 10.7529 116.33 . . . Q V . .
16.417 10.9133 116.42 . . . Q V . .
16.433 11.0734 116.22 . . . Q V . .
16.450 11.2328 115.74 . . . Q V . .
16.467 11.3910 114.83 . . . Q V . .
16.483 11.5470 113.29 . . . Q V . .
16.500 11.7007 111.61 . . . Q V . .
16.517 11.8523 110.06 . . . Q V . .
16.533 12.0017 108.46 . . .Q V . .
16.550 12.1485 106.58 . . .Q V. .
16.567 12.2924 104.46 . . Q V. .
16.583 12.4308 100.42 . . Q V. .
16.600 12.5585 92.72 . . Q . V. .
16.617 12.6724 82.73 . . Q . V .
16.633 12.7713 71.81 . . Q . V .
16.650 12.8782 77.57 . . Q . V .
16.667 12.9621 60.95 . . Q . V .
16.683 13.0372 54.47 . Q . .V .
16.700 13.1079 51.34 . Q . .V .
16.717 13.1872 57.63 . .Q . .V .
16.733 13.2518 46.89 . Q. . .V .
16.750 13.3150 45.89 . Q. . .V .
16.767 13.3644 35.83 . Q . . .V .
16.783 13.4149 36.64 . Q . . . V .
16.800 13.4774 45.44 . Q. . . V .
16.817 13.5067 21.24 . Q . . . V .
16.833 13.5471 29.34 . Q . . . V .
16.850 13.6108 46.20 . Q. . . V .
16.867 13.6307 14.49 . Q . . . V .
16.883 13.6667 26.11 . Q . . . V .
16.900 13.7125 33.28 . Q . . . V .
16.917 13.7468 24.89 . Q . . . V .
16.933 13.7738 19.58 . Q . . . V .
16.950 13.8047 22.43 . Q . . . V .
16.967 13.8426 27.52 . Q . . . V .
16.983 13.8734 22.38 . Q . . . V .
17.000 13.8752 1.27 Q . . . V .
17.017 13.9104 25.62 . Q . . . V .
17.033 13.9482 27.38 . Q . . . V .
17.050 13.9588 7.72 .Q . . . V .
17.067 13.9802 15.54 . Q . . . V .
17.083 14.0206 29.31 . Q . . . V .
17.100 14.0289 6.08 .Q . . . V .
17.117 14.0496 15.05 . Q . . . V .
17.133 14.0703 15.03 . Q . . . V .
17.150 14.0969 19.30 . Q . . . V .
17.167 14.1349 27.56 . Q . . . V .
17.183 14.1437 6.37 .Q . . . V .
17.200 14.1437 0.02 Q . . . V .
17.217 14.1622 13.41 . Q . . . V .
17.233 14.1737 8.39 .Q . . . V .
17.250 14.1954 15.71 . Q . . . V .
17.267 14.2190 17.17 . Q . . . V .
17.283 14.2398 15.12 . Q . . . V .
17.300 14.2473 5.45 .Q . . . V .
17.317 14.2600 9.16 .Q . . . V .
17.333 14.2806 14.95 . Q . . . V .
17.350 14.2962 11.33 . Q . . . V .
17.367 14.3185 16.22 . Q . . . V .
17.383 14.3406 16.06 . Q . . . V .
17.400 14.3487 5.84 .Q . . . V .
17.417 14.3487 0.02 Q . . . V .
17.433 14.3504 1.23 Q . . . V .
17.450 14.3620 8.45 .Q . . . V .
17.467 14.3825 14.88 . Q . . . V .
17.483 14.4131 22.17 . Q . . . V .
17.500 14.4214 6.02 .Q . . . V .
17.517 14.4373 11.55 . Q . . . V .
17.533 14.4425 3.82 Q . . . V .
17.550 14.4540 8.30 .Q . . . V .
17.567 14.4682 10.35 . Q . . . V .
17.583 14.4886 14.83 . Q . . . V .
17.600 14.5112 16.40 . Q . . . V .
17.617 14.5117 0.31 Q . . . V .
17.633 14.5117 0.01 Q . . . V .
17.650 14.5221 7.59 .Q . . . V .
17.667 14.5417 14.17 . Q . . . V .
17.683 14.5586 12.30 . Q . . . V .
17.700 14.5655 5.03 .Q . . . V .
17.717 14.5767 8.14 .Q . . . V .
17.733 14.5878 8.06 .Q . . . V .
17.750 14.6004 9.14 .Q . . . V .
17.767 14.6188 13.39 . Q . . . V .
17.783 14.6243 3.94 Q . . . V .
17.800 14.6330 6.32 .Q . . . V .
17.817 14.6484 11.21 . Q . . . V .
17.833 14.6736 18.32 . Q . . . V .
17.850 14.6815 5.70 .Q . . . V .
17.867 14.6815 0.01 Q . . . V .
17.883 14.6815 0.01 Q . . . V .
17.900 14.6890 5.41 .Q . . . V .
17.917 14.7021 9.51 .Q . . . V .
17.933 14.7172 11.01 . Q . . . V .
17.950 14.7313 10.23 . Q . . . V .
17.967 14.7455 10.33 . Q . . . V .
17.983 14.7532 5.55 .Q . . . V .
18.000 14.7602 5.08 .Q . . . V .
18.017 14.7703 7.38 .Q . . . V .
18.033 14.7808 7.56 .Q . . . V .
18.050 14.7905 7.10 .Q . . . V .
18.067 14.8076 12.38 . Q . . . V .
18.083 14.8214 10.03 . Q . . . V .
18.100 14.8314 7.24 .Q . . . V .
18.117 14.8391 5.63 .Q . . . V .
18.133 14.8391 0.00 Q . . . V .
18.150 14.8418 1.98 Q . . . V .
18.167 14.8507 6.41 .Q . . . V .
18.183 14.8678 12.44 . Q . . . V .
18.200 14.8741 4.60 Q . . . V .
18.217 14.8851 7.96 .Q . . . V .
18.233 14.8941 6.55 .Q . . . V .
18.250 14.9031 6.51 .Q . . . V .
18.267 14.9122 6.58 .Q . . . V .
18.283 14.9209 6.32 .Q . . . V .
18.300 14.9364 11.31 . Q . . . V .
18.317 14.9407 3.11 Q . . . V .
18.333 14.9542 9.81 .Q . . . V .
18.350 14.9679 9.91 .Q . . . V .
18.367 14.9704 1.79 Q . . . V .
18.383 14.9704 0.00 Q . . . V .
18.400 14.9783 5.79 .Q . . . V .
18.417 14.9876 6.76 .Q . . . V .
18.433 14.9986 7.98 .Q . . . V .
18.450 15.0089 7.43 .Q . . . V .
18.467 15.0164 5.44 .Q . . . V .
18.483 15.0245 5.89 .Q . . . V .
18.500 15.0325 5.85 .Q . . . V .
18.517 15.0405 5.80 .Q . . . V .
18.533 15.0485 5.76 .Q . . . V .
18.550 15.0592 7.82 .Q . . . V .
18.567 15.0705 8.16 .Q . . . V .
18.583 15.0722 1.26 Q . . . V .
18.600 15.0756 2.48 Q . . . V .
18.617 15.0798 3.00 Q . . . V .
18.633 15.0818 1.48 Q . . . V .
18.650 15.0872 3.89 Q . . . V .
18.667 15.1040 12.24 . Q . . . V .
18.683 15.1088 3.50 Q . . . V .
18.700 15.1094 0.40 Q . . . V .
18.717 15.1161 4.85 Q . . . V .
18.733 15.1228 4.89 Q . . . V .
18.750 15.1289 4.38 Q . . . V .
18.767 15.1289 0.00 Q . . . V .
18.783 15.1299 0.75 Q . . . V .
18.800 15.1361 4.54 Q . . . V .
18.817 15.1361 0.00 Q . . . V .
18.833 15.1448 6.28 .Q . . . V .
18.850 15.1528 5.84 .Q . . . V .
18.867 15.1528 0.00 Q . . . V .
18.883 15.1561 2.36 Q . . . V .
18.900 15.1741 13.11 . Q . . . V .
18.917 15.1778 2.63 Q . . . V .
18.933 15.1867 6.47 .Q . . . V .
18.950 15.1941 5.40 .Q . . . V .
18.967 15.1998 4.11 Q . . . V .
18.983 15.2125 9.26 .Q . . . V .
19.000 15.2246 8.73 .Q . . . V .
19.017 15.2320 5.43 .Q . . . V .
19.033 15.2383 4.57 Q . . . V .
19.050 15.2383 0.00 Q . . . V .
19.067 15.2402 1.38 Q . . . V .
19.083 15.2450 3.44 Q . . . V .
19.100 15.2475 1.85 Q . . . V .
19.117 15.2511 2.58 Q . . . V .
19.133 15.2542 2.30 Q . . . V .
19.150 15.2631 6.43 .Q . . . V .
19.167 15.2710 5.70 .Q . . . V .
19.183 15.2854 10.50 . Q . . . V .
19.200 15.2872 1.27 Q . . . V .
19.217 15.2955 6.07 .Q . . . V .
19.233 15.3031 5.46 .Q . . . V .
19.250 15.3082 3.74 Q . . . V .
19.267 15.3106 1.73 Q . . . V .
19.283 15.3107 0.10 Q . . . V .
19.300 15.3107 0.00 Q . . . V .
19.317 15.3138 2.25 Q . . . V .
19.333 15.3219 5.87 .Q . . . V .
19.350 15.3296 5.57 .Q . . . V .
19.367 15.3350 3.92 Q . . . V .
19.383 15.3473 8.91 .Q . . . V .
19.400 15.3544 5.17 .Q . . . V .
19.417 15.3596 3.78 Q . . . V .
19.433 15.3648 3.76 Q . . . V .
19.450 15.3693 3.31 Q . . . V .
19.467 15.3710 1.21 Q . . . V .
19.483 15.3711 0.09 Q . . . V .
19.500 15.3729 1.26 Q . . . V .
19.517 15.3763 2.51 Q . . . V .
19.533 15.3834 5.13 .Q . . . V .
19.550 15.3941 7.74 .Q . . . V .
19.567 15.4027 6.24 .Q . . . V .
19.583 15.4054 1.99 Q . . . V .
19.600 15.4130 5.50 .Q . . . V .
19.617 15.4241 8.07 .Q . . . V .
19.633 15.4290 3.60 Q . . . V .
19.650 15.4341 3.69 Q . . . V .
19.667 15.4396 3.98 Q . . . V .
19.683 15.4412 1.16 Q . . . V .
19.700 15.4412 0.00 Q . . . V .
19.717 15.4415 0.21 Q . . . V .
19.733 15.4481 4.82 Q . . . V .
19.750 15.4532 3.69 Q . . . V .
19.767 15.4581 3.54 Q . . . V .
19.783 15.4664 6.02 .Q . . . V .
19.800 15.4726 4.48 Q . . . V .
19.817 15.4797 5.20 .Q . . . V .
19.833 15.4820 1.64 Q . . . V .
19.850 15.4869 3.57 Q . . . V .
19.867 15.4921 3.76 Q . . . V .
19.883 15.5024 7.49 .Q . . . V .
19.900 15.5101 5.60 .Q . . . V .
19.917 15.5186 6.14 .Q . . . V .
19.933 15.5186 0.00 Q . . . V .
19.950 15.5186 0.00 Q . . . V .
19.967 15.5199 0.94 Q . . . V .
19.983 15.5259 4.41 Q . . . V .
20.000 15.5281 1.56 Q . . . V .
20.017 15.5326 3.25 Q . . . V .
20.033 15.5422 6.96 .Q . . . V .
20.050 15.5443 1.55 Q . . . V .
20.067 15.5483 2.92 Q . . . V .
20.083 15.5534 3.65 Q . . . V .
20.100 15.5602 4.95 Q . . . V .
20.117 15.5648 3.34 Q . . . V .
20.133 15.5694 3.32 Q . . . V .
20.150 15.5744 3.68 Q . . . V .
20.167 15.5855 8.04 .Q . . . V .
20.183 15.5935 5.83 .Q . . . V .
20.200 15.5955 1.39 Q . . . V .
20.217 15.6017 4.51 Q . . . V .
20.233 15.6081 4.68 Q . . . V .
20.250 15.6081 0.00 Q . . . V .
20.267 15.6081 0.00 Q . . . V .
20.283 15.6127 3.31 Q . . . V .
20.300 15.6134 0.55 Q . . . V .
20.317 15.6161 1.93 Q . . . V .
20.333 15.6227 4.78 Q . . . V .
20.350 15.6271 3.19 Q . . . V .
20.367 15.6315 3.23 Q . . . V .
20.383 15.6361 3.30 Q . . . V .
20.400 15.6405 3.19 Q . . . V .
20.417 15.6518 8.25 .Q . . . V .
20.433 15.6563 3.24 Q . . . V .
20.450 15.6575 0.87 Q . . . V .
20.467 15.6616 3.01 Q . . . V .
20.483 15.6660 3.16 Q . . . V .
20.500 15.6703 3.14 Q . . . V .
20.517 15.6798 6.88 .Q . . . V .
20.533 15.6888 6.58 .Q . . . V .
20.550 15.6947 4.29 Q . . . V .
20.567 15.6963 1.13 Q . . . V .
20.583 15.6963 0.00 Q . . . V .
20.600 15.6963 0.00 Q . . . V .
20.617 15.6963 0.00 Q . . . V .
20.633 15.6986 1.64 Q . . . V .
20.650 15.7031 3.27 Q . . . V .
20.667 15.7106 5.47 .Q . . . V .
20.683 15.7200 6.85 .Q . . . V .
20.700 15.7245 3.25 Q . . . V .
20.717 15.7270 1.84 Q . . . V .
20.733 15.7312 3.01 Q . . . V .
20.750 15.7353 3.01 Q . . . V .
20.767 15.7396 3.11 Q . . . V .
20.783 15.7441 3.28 Q . . . V .
20.800 15.7485 3.16 Q . . . V .
20.817 15.7565 5.79 .Q . . . V .
20.833 15.7613 3.50 Q . . . V .
20.850 15.7625 0.90 Q . . . V .
20.867 15.7722 7.00 .Q . . . V .
20.883 15.7764 3.07 Q . . . V .
20.900 15.7812 3.52 Q . . . V .
20.917 15.7892 5.78 .Q . . . V .
20.933 15.7897 0.35 Q . . . V .
20.950 15.7897 0.00 Q . . . V .
20.967 15.7931 2.49 Q . . . V .
20.983 15.7942 0.80 Q . . . V .
21.000 15.7973 2.25 Q . . . V .
21.017 15.8013 2.92 Q . . . V .
21.033 15.8053 2.91 Q . . . V .
21.050 15.8093 2.90 Q . . . V .
21.067 15.8133 2.88 Q . . . V .
21.083 15.8203 5.06 .Q . . . V .
21.100 15.8275 5.24 .Q . . . V .
21.117 15.8300 1.81 Q . . . V .
21.133 15.8315 1.10 Q . . . V .
21.150 15.8356 3.00 Q . . . V .
21.167 15.8399 3.11 Q . . . V .
21.183 15.8439 2.90 Q . . . V .
21.200 15.8479 2.86 Q . . . V .
21.217 15.8518 2.85 Q . . . V .
21.233 15.8601 6.03 .Q . . . V .
21.250 15.8676 5.47 .Q . . . V .
21.267 15.8700 1.72 Q . . . V .
21.283 15.8835 9.76 .Q . . . V .
21.300 15.8878 3.12 Q . . . V .
21.317 15.8878 0.00 Q . . . V .
21.333 15.8878 0.00 Q . . . V .
21.350 15.8878 0.00 Q . . . V .
21.367 15.8881 0.23 Q . . . V .
21.383 15.8920 2.82 Q . . . V .
21.400 15.8959 2.83 Q . . . V .
21.417 15.8999 2.91 Q . . . V .
21.433 15.9042 3.16 Q . . . V .
21.450 15.9105 4.57 Q . . . V .
21.467 15.9169 4.66 Q . . . V .
21.483 15.9230 4.40 Q . . . V .
21.500 15.9234 0.27 Q . . . V .
21.517 15.9264 2.19 Q . . . V .
21.533 15.9304 2.93 Q . . . V .
21.550 15.9342 2.78 Q . . . V .
21.567 15.9380 2.76 Q . . . V .
21.583 15.9418 2.75 Q . . . V .
21.600 15.9459 2.94 Q . . . V .
21.617 15.9551 6.71 .Q . . . V .
21.633 15.9555 0.24 Q . . . V .
21.650 15.9574 1.38 Q . . . V .
21.667 15.9611 2.72 Q . . . V .
21.683 15.9649 2.73 Q . . . V .
21.700 15.9688 2.88 Q . . . V .
21.717 15.9726 2.75 Q . . . V .
21.733 15.9763 2.70 Q . . . V .
21.750 15.9837 5.35 .Q . . . V .
21.767 15.9870 2.35 Q . . . V .
21.783 15.9889 1.43 Q . . . V .
21.800 15.9916 1.94 Q . . . V .
21.817 15.9953 2.67 Q . . . V .
21.833 15.9990 2.67 Q . . . V .
21.850 16.0026 2.67 Q . . . V .
21.867 16.0065 2.78 Q . . . V .
21.883 16.0102 2.74 Q . . . V .
21.900 16.0177 5.42 .Q . . . V .
21.917 16.0216 2.83 Q . . . V .
21.933 16.0219 0.18 Q . . . V .
21.950 16.0254 2.59 Q . . . V .
21.967 16.0290 2.63 Q . . . V .
21.983 16.0327 2.63 Q . . . V .
22.000 16.0363 2.62 Q . . . V .
22.017 16.0399 2.61 Q . . . V .
22.033 16.0453 3.95 Q . . . V .
22.050 16.0517 4.63 Q . . . V .
22.067 16.0523 0.47 Q . . . V .
22.083 16.0549 1.88 Q . . . V .
22.100 16.0585 2.60 Q . . . V .
22.117 16.0621 2.59 Q . . . V .
22.133 16.0656 2.58 Q . . . V .
22.150 16.0692 2.58 Q . . . V .
22.167 16.0727 2.58 Q . . . V .
22.183 16.0777 3.60 Q . . . V .
22.200 16.0837 4.37 Q . . . V .
22.217 16.0860 1.70 Q . . . V .
22.233 16.0873 0.91 Q . . . V .
22.250 16.0910 2.69 Q . . . V .
22.267 16.0946 2.58 Q . . . V .
22.283 16.0981 2.55 Q . . . V .
22.300 16.1016 2.54 Q . . . V .
22.317 16.1051 2.54 Q . . . V .
22.333 16.1113 4.54 Q . . . V .
22.350 16.1155 3.04 Q . . . V .
22.367 16.1172 1.20 Q . . . V .
22.383 16.1194 1.61 Q . . . V .
22.400 16.1228 2.51 Q . . . V .
22.417 16.1264 2.62 Q . . . V .
22.433 16.1300 2.58 Q . . . V .
22.450 16.1335 2.59 Q . . . V .
22.467 16.1370 2.51 Q . . . V .
22.483 16.1429 4.29 Q . . . V .
22.500 16.1482 3.86 Q . . . V .
22.517 16.1482 0.00 Q . . . V .
22.533 16.1511 2.09 Q . . . V .
22.550 16.1545 2.48 Q . . . V .
22.567 16.1579 2.47 Q . . . V .
22.583 16.1613 2.47 Q . . . V .
22.600 16.1648 2.52 Q . . . V .
22.617 16.1683 2.59 Q . . . V .
22.633 16.1726 3.11 Q . . . V .
22.650 16.1799 5.30 .Q . . . V .
22.667 16.1804 0.30 Q . . . V .
22.683 16.1822 1.37 Q . . . V .
22.700 16.1856 2.44 Q . . . V .
22.717 16.1890 2.43 Q . . . V .
22.733 16.1923 2.43 Q . . . V .
22.750 16.1956 2.42 Q . . . V .
22.767 16.1990 2.43 Q . . . V .
22.783 16.2032 3.08 Q . . . V .
22.800 16.2097 4.70 Q . . . V .
22.817 16.2120 1.66 Q . . . V .
22.833 16.2129 0.64 Q . . . V .
22.850 16.2162 2.41 Q . . . V .
22.867 16.2195 2.40 Q . . . V .
22.883 16.2228 2.40 Q . . . V .
22.900 16.2261 2.39 Q . . . V .
22.917 16.2294 2.39 Q . . . V .
22.933 16.2328 2.49 Q . . . V .
22.950 16.2396 4.89 Q . . . V .
22.967 16.2431 2.54 Q . . . V .
22.983 16.2431 0.06 Q . . . V .
23.000 16.2465 2.44 Q . . . V .
23.017 16.2498 2.37 Q . . . V .
23.033 16.2530 2.36 Q . . . V .
23.050 16.2563 2.36 Q . . . V .
23.067 16.2595 2.35 Q . . . V .
23.083 16.2627 2.35 Q . . . V .
23.100 16.2683 4.03 Q . . . V .
23.117 16.2730 3.44 Q . . . V .
23.133 16.2738 0.58 Q . . . V .
23.150 16.2761 1.62 Q . . . V .
23.167 16.2794 2.44 Q . . . V .
23.183 16.2826 2.34 Q . . . V .
23.200 16.2859 2.33 Q . . . V .
23.217 16.2891 2.33 Q . . . V .
23.233 16.2923 2.32 Q . . . V .
23.250 16.2960 2.70 Q . . . V .
23.267 16.3032 5.21 .Q . . . V .
23.283 16.3041 0.66 Q . . . V .
23.300 16.3054 0.92 Q . . . V .
23.317 16.3085 2.32 Q . . . V .
23.333 16.3119 2.41 Q . . . V .
23.350 16.3151 2.32 Q . . . V .
23.367 16.3182 2.30 Q . . . V .
23.383 16.3214 2.29 Q . . . V .
23.400 16.3245 2.29 Q . . . V .
23.417 16.3316 5.14 .Q . . . V.
23.433 16.3339 1.66 Q . . . V.
23.450 16.3343 0.27 Q . . . V.
23.467 16.3374 2.27 Q . . . V.
23.483 16.3405 2.27 Q . . . V.
23.500 16.3438 2.35 Q . . . V.
23.517 16.3470 2.32 Q . . . V.
23.533 16.3501 2.27 Q . . . V.
23.550 16.3533 2.34 Q . . . V.
23.567 16.3586 3.80 Q . . . V.
23.583 16.3630 3.26 Q . . . V.
23.600 16.3636 0.43 Q . . . V.
23.617 16.3665 2.09 Q . . . V.
23.633 16.3691 1.90 Q . . . V.
23.650 16.3722 2.24 Q . . . V.
23.667 16.3753 2.23 Q . . . V.
23.683 16.3784 2.28 Q . . . V.
23.700 16.3816 2.33 Q . . . V.
23.717 16.3847 2.23 Q . . . V.
23.733 16.3901 3.95 Q . . . V.
23.750 16.3940 2.78 Q . . . V.
23.767 16.3955 1.10 Q . . . V.
23.783 16.3973 1.28 Q . . . V.
23.800 16.4003 2.21 Q . . . V.
23.817 16.4033 2.20 Q . . . V.
23.833 16.4064 2.20 Q . . . V.
23.850 16.4094 2.21 Q . . . V.
23.867 16.4126 2.29 Q . . . V.
23.883 16.4158 2.32 Q . . . V.
23.900 16.4229 5.19 .Q . . . V.
23.917 16.4241 0.84 Q . . . V.
23.933 16.4250 0.67 Q . . . V.
23.950 16.4280 2.18 Q . . . V.
23.967 16.4310 2.18 Q . . . V.
23.983 16.4340 2.18 Q . . . V.
24.000 16.4370 2.17 Q . . . V.
24.017 16.4400 2.17 Q . . . V.
24.033 16.4431 2.26 Q . . . V.
24.050 16.4473 3.09 Q . . . V.
24.067 16.4522 3.50 Q . . . V.
24.083 16.4547 1.81 Q . . . V.
24.100 16.4554 0.53 Q . . . V.
24.117 16.4584 2.21 Q . . . V.
24.133 16.4614 2.17 Q . . . V.
24.150 16.4644 2.15 Q . . . V.
24.167 16.4673 2.14 Q . . . V.
24.183 16.4703 2.14 Q . . . V.
24.200 16.4732 2.14 Q . . . V.
24.217 16.4782 3.58 Q . . . V.
24.233 16.4831 3.61 Q . . . V.
24.250 16.4832 0.03 Q . . . V.
24.267 16.4854 1.64 Q . . . V.
24.283 16.4884 2.13 Q . . . V.
24.300 16.4913 2.12 Q . . . V.
24.317 16.4942 2.12 Q . . . V.
24.333 16.4971 2.12 Q . . . V.
24.350 16.5000 2.10 Q . . . V.
24.367 16.5029 2.07 Q . . . V.
24.383 16.5070 3.00 Q . . . V.
24.400 16.5119 3.58 Q . . . V.
24.417 16.5136 1.22 Q . . . V.
24.433 16.5145 0.63 Q . . . V.
24.450 16.5172 1.95 Q . . . V.
24.467 16.5198 1.92 Q . . . V.
24.483 16.5225 1.95 Q . . . V.
24.500 16.5253 2.07 Q . . . V.
24.517 16.5281 2.04 Q . . . V.
24.533 16.5310 2.10 Q . . . V.
24.550 16.5339 2.09 Q . . . V.
24.567 16.5395 4.02 Q . . . V.
24.583 16.5400 0.41 Q . . . V.
24.600 16.5427 1.97 Q . . . V.
24.617 16.5455 2.04 Q . . . V.
24.633 16.5483 2.02 Q . . . V.
24.650 16.5511 2.00 Q . . . V.
24.667 16.5538 1.99 Q . . . V.
24.683 16.5565 1.97 Q . . . V.
24.700 16.5592 1.96 Q . . . V.
24.717 16.5619 1.95 Q . . . V.
24.733 16.5646 1.93 Q . . . V.
24.750 16.5675 2.13 Q . . . V.
24.767 16.5702 1.91 Q . . . V.
24.783 16.5728 1.90 Q . . . V.
24.800 16.5754 1.89 Q . . . V.
24.817 16.5780 1.88 Q . . . V.
24.833 16.5805 1.87 Q . . . V.
24.850 16.5831 1.86 Q . . . V.
24.867 16.5856 1.85 Q . . . V.
24.883 16.5882 1.83 Q . . . V.
24.900 16.5907 1.85 Q . . . V.
24.917 16.5934 1.99 Q . . . V.
24.933 16.5959 1.82 Q . . . V.
24.950 16.5984 1.80 Q . . . V.
24.967 16.6009 1.79 Q . . . V.
24.983 16.6033 1.78 Q . . . V.
25.000 16.6058 1.78 Q . . . V.
-------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1501.0
10% 430.0
20% 265.0
30% 215.0
40% 180.0
50% 165.0
60% 135.0
70% 80.0
80% 45.0
90% 30.0
============================================================================ END OF FLOODSCx ROUTING ANALYSIS
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069
X X X E X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
X X X X X X
W
W
W
W
W
W
W
W
W
W
W
W
F
G
H
J
K
L
M
N
P
R
V
X X X X X X
X X X X X X
X X X X X X
W
W
W
S
T
U
A
B
B
B
B
B
C
D
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
120"Ø BULKHEAD W1
178'-0"
100'-0"
36"Ø RISER E1
27'-0"
24"Ø STUB C1
210'-0"
----
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-20-CMP DETENTION\DRAWINGS\717135-020-CMP CONFAB.DWG 9/15/2023 8:26 AM SHEET NO.:
P1 OF
----
PROJECT No.: DATE:
717135
SEQ. No.:
020
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-020
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: LOWER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
BAND, TYPICAL
SEE DETAIL SHEET P4
NOTES
· BULKHEADS SHALL BE 12-GAGE OR HEAVIER STEEL AND THE COATING WILL MATCH THE SPECIFIED CMP COATING. BULKHEAD PLATES SHALL BE FULLY WELDED ONTO THE CMP WITH STEEL REINFORCEMENT AS REQUIRED. THE STEEL REINFORCEMENT SHALL BE POST COATED WITH ZINC RICH PAINT PER AASHTO M 36. BULKHEAD DESIGNS SHALL SATISFY THE REQUIREMENTS SHOWN IN CHAPTER 8 OF THE NCSPA CSP DESIGN MANUAL AND CALCULATIONS SHALL BE PROVIDED TO THE ENGINEER OF RECORD (EOR) FOR APPROVAL UPON REQUEST. · ALL FITTINGS SHALL BE STRUCTURALLY CHECKED FOR REINFORCEMENTS PER ASTM A998 AND PROVIDED TO THE EOR FOR APPROVAL UPON REQUEST.
· CONNECTING BANDS FOR DETENTION SYSTEMS SHALL BE HUGGER TYPE OR FULLY CORRUGATED WITH APPROPRIATE BOLTED CONNECTIONS THAT CAN BE TORQUED TO 35 FOOT POUNDS. BANDS SHALL MATCH THE SPECIFIED CMP COATING AND MEET THE REQUIREMENTS OF AASHTO M 36.
· ALL METALLIC COATINGS AFFECTED BY MANUFACTURING FABRICATION SHALL BE REPAIRED PER AASHTO M 36 SECTION 11 REQUIREMENTS (E.G. ZINC-RICH PAINT ON ALL WELDS). IF
POLYMER COATINGS ARE USED THE REPAIR OF DAMAGED COATINGS WILL BE IN CONFORMANCE WITH AASHTO M 245 SECTION 11 REQUIREMENTS.
· ACCESS LADDERS SHALL BE ATTACHED BY THE MANUFACTURER PRIOR TO DELIVERY, NOT INSTALLED ON THE JOBSITE.
ASSEMBLY
SCALE: 1" = 40'
LOADING: H20
PIPE INV. = TBD'±
09/15/2023
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED
(5) PAGES INCLUDING THE FOLLOWING:
CUSTOMER
· PIPE STORAGE = 249,601 CF
· MAINLINE PIPE GAGE = 14
· WALL TYPE = SOLID
· DIAMETER = 120"
· FINISH = ALT2
· CORRUGATION = 5x1
DATE
STUB INFORMATION
PIECE STUB INVERT
SYSTEM
INVERT
24"Ø STUB C1 TBD TBD
RISER INFORMATION
PIECE RIM ELEV.
SYSTEM
INVERT
36"Ø RISER E1 TBD TBD
36"Ø RISER F1 TBD TBD
36"Ø RISER G1 TBD TBD
36"Ø RISER H1 TBD TBD
36"Ø RISER J1 TBD TBD
36"Ø RISER K1 TBD TBD
36"Ø RISER L1 TBD TBD
36"Ø RISER M1 TBD TBD
36"Ø RISER N1 TBD TBD
36"Ø RISER P1 TBD TBD
36"Ø RISER R1 TBD TBD
36"Ø RISER S1 TBD TBD
36"Ø RISER T1 TBD TBD
36"Ø RISER U1 TBD TBD
36"Ø RISER V1 TBD TBD
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069 ----
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-20-CMP DETENTION\DRAWINGS\717135-020-CMP CONFAB.DWG 9/15/2023 8:26 AM SHEET NO.:
P2 OF
----
PROJECT No.: DATE:
717135
SEQ. No.:
020
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-020
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: LOWER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
PIPE Ø
2'-6"
PIPE Ø
PIPE Ø
2'-6"6'-8" MAX.
FRONT
TYPICAL MANWAY DETAIL
NOT TO SCALE
96"Ø to 144"Ø FITTING REINFORCEMENT
MAY BE REQUIRED BASED ON HEIGHT OF
COVER AND LIVE LOAD CONDITION
PLAN
09/15/2023
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
INCHES
18-50
MINIMUM COVER (FT)
AXLE LOADS
(kips)
50-75 75-110 110-150
12-42 2.0 2.5 3.0 3.0
48-72 3.0 3.0 3.5 4.0
78-120 3.5 4.0 4.0 3.0
126-144 3.5 4.0 4.5 4.5
*MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
HEIGHT OF
COVER
TEMPORARY COVER FOR
CONSTRUCTION LOADS
FINISHED
GRADE
CONSTRUCTION LOADING DIAGRAM
NOT TO SCALE
SCOPE
THIS SPECIFICATION COVERS THE MANUFACTURE AND
INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS.
MATERIAL
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE
APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929.
PIPE
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE
APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE
PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
UNITED STATES.
HANDLING AND ASSEMBLY
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE
NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA)
INSTALLATION
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS
AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR
CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE
WITH THE SITE ENGINEER.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO
FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
ANTI-FLOTATION PROVISIONS DUE TO HIGH GROUNDWATER OR
OTHER FLOTATION CONCERNS ARE SITE-SPECIFIC DESIGN
CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF
RECORD.
SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIZED TYPE 2 STEEL
MATERIAL SPECIFICATION
NOT TO SCALE
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069 TABLE 2:
CMP DETENTION AND CMP DRAINAGE STANDARD BACKFILL SPECIFICATIONS
MATERIAL LOCATION MATERIAL SPECIFICATION DESCRIPTION
FILL ENVELOPE WIDTH PER ENGINEER OF RECORD
MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE.
THE SUGGESTED MINIMUM TRENCH WIDTH, OR EOR RECOMMENDATION:
PIPE ≤ 12": D + 16"
PIPE > 12": 1.5D + 12"
MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE:
PIPE < 24": 3.0D
PIPE 24" - 144": D + 4'0"
PIPE > 144": D + 10'0"
FOUNDATION AASHTO 26.5.2 OR PER ENGINEER OF RECORD
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE
FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND FOUNDATION BROUGHT BACK TO GRADE WITH A FILL MATERIAL APPROVED BY THE ENGINEER OF RECORD.
BEDDING AASHTO M 43: 3, 357, 4, 467, 5, 56, 57
(APPROVED REGIONAL EQUIVALENTS INCLUDE CA-7)
ENGINEER OF RECORD TO DETERMINE IF BEDDING IS REQUIRED. PIPE MAY BE PLACED ON THE TRENCH BOTTOM OF A RELATIVELY LOOSE, NATIVE SUITABLE WELL GRADED GRANULAR MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, 2" MIN DEPTH. THE BEDDING MATERIAL MAY BE SUITABLE FOUNDATION SOILS CONFORMING TO AASHTO SOIL CLASSIFICATIONS A1, A2, OR A3 WITH MAXIMUM PARTICLE SIZE OF 3" PER AASHTO 26.3.8.1
CORRUGATED METAL PIPE
CRITICAL BACKFILL AASHTO M 145: A-1, A-2, A-3 *
HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION WITHOUT SOFT SPOTS.
BACKFILL SHALL BE PLACED IN 8" +/- LOOSE LIFTS AND COMPACTED TO 90% STANDARD PROCTOR PER AASHTO T 99. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A THREE LIFT (24") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHOULD BE ADVANCED ALONG THE LENGTH OF THE SYSTEM TO AVOID DIFFERENTIAL LOADING.
WELL GRADED GRANULAR MATERIAL WHICH MAY CONTAIN SMALL AMOUNTS OF SILT OR CLAY AND MAXIMUM PARTICLE SIZE OF 3" (PER AASHTO 26.3.8.1 AND BACKFILL AASHTO M 145: A-1, A-2, A-3 12.4-1.3).
COVER MATERIAL UP TO MIN. COVER - SEE 5A AND 5B ABOVE
ABOVE MIN. COVER - PER ENGINEER OF RECORD COVER MATERIAL MAY INCLUDE NON-BITUMINOUS, GRANULAR ROAD BASE MATERIAL WITHIN MIN COVER LIMITS
RIGID OR FLEXIBLE PAVEMENT (IF
APPLICABLE) PER ENGINEER OF RECORD FLEXIBLE PAVEMENT SHOULD NOT BE COUNTED AS PART OF THE FILL HEIGHT OVER THE CMP. FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS PER THE ENGINEER OF RECORD.
OPTIONAL SIDE GEOTEXTILE NONE GEOTEXTILE LAYER IS RECOMMENDED ON SIDES OF EXCAVATION TO PREVENT SOIL MIGRATION.
OPTIONAL GEOTEXTILE BETWEEN
LAYERS NONE IF SOIL TYPES DIFFER AT ANY POINT ABOVE PIPE INVERT, A GEOTEXTILE LAYER IS RECOMMENDED TO BE PLACED BETWEEN THE LAYERS TO PREVENT SOILMIGRATION. 1 2
3 4
5A
5B
6 7
A
DIAMETER, D MIN.
COVER
CORR.
PROFILE
6"-10" 12" 1 1/2" x 1/4"
12"-48" 12" 2 2/3" x 1/2"
>48"-96" 12" 3" x 1", 5" x 1"
>96" D/8 3" x 1", 5" x 1"
· STRUCTURAL BACKFILL MUST EXTEND TO
LIMITS OF THE TABLE
· TOTAL HEIGHT OF COMPACTED COVER FOR
CONVENTIONAL HIGHWAY LOADS IS MEASURED
FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
PAVEMENT OR TOP OF RIGID PAVEMENT
· ULTRAFLO ALSO AVAILABLE FOR SIZES 18" - 120"
WITH 3/4"x 3/4"x 7 1/2" CORRUGATION
TABLE 1:
INSTALLATION NOTES
1. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS
IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY
COMPACTED UNDER AND AROUND THE PIPE HAUNCHES.
2. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED
DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY
SITE ENGINEER.
3. BACKFILL USING CONTROLLED LOW-STRENGTH MATERIAL
(CLSM, "FLASH FILL" OR "FLOWABLE FILL") MAY BE USED
WHEN THE SPACING BETWEEN THE PIPES WILL NOT ALLOW
FOR PLACEMENT AND ADEQUATE COMPACTION OF THE
BACKFILL. CONTACT CONTECH FOR FURTHER EVALUATION.
4. IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED
ON OR NEAR THE PROJECT, A GEOMEMBRANE BARRIER IS
RECOMMENDED OVER THE UPPER HALF OF THE PIPE. THE
GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE
SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY
RESULT FROM A CHANGE IN THE SURROUNDING
ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO
THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE
FOR ADDITIONAL INFORMATION.
HAUNCH
ZONE
MANUFACTURER RECOMMENDED BACKFILL
NOT TO SCALE
7 5B
3 A
FILL ENVELOPE 1
CMP 4
2 A
MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT
COVER DEPTH
(FOR MIN. COVER,
SEE TABLE 1)
IN SITU
DIAMETER, D
TRENCH EMBANKMENT
IN GEOGRAPHIES WITH
SALTING. SEE
INSTALLATION NOTE 4
ABOVE DETAIL IS A
RECOMMENDATION. CONSULT
GEOTECHNICAL EOR FOR PROJECT
SPECIFIC BACKFILL REQUIREMENTS.
NOTES:
· FOR MULTIPLE BARREL INSTALLATIONS, THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE THE PIPE DIAMETER /2 BUT NO LESS THAN 12" FOR DIAMETERS <72". FOR 72" AND LARGER DIAMETERS, THE MINIMUM SPACING IS 36". CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING. * APPROVED REGIONAL EQUIVALENTS FOR SECTION 5A INCLUDE CA-7, MIDOT 2G, 34G, OR 21AA STONE OR GRAVEL; #8; #57; MIDOT 6A, 2G, 3G, 34G. 6 B
B
5A
B
----
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-20-CMP DETENTION\DRAWINGS\717135-020-CMP CONFAB.DWG 9/15/2023 8:26 AM SHEET NO.:
P3 OF
----
PROJECT No.: DATE:
717135
SEQ. No.:
020
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-020
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: LOWER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
09/15/2023
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069 12"
TECHCO BAND ANGLES
1/2" DIA. BOLT
12" RISER BAND DETAIL
NOT TO SCALE
PLAIN END CMP RISER PIPE
CONNECTION DETAIL
7 1/2" TECHCO SHOWN - MAY VARY
STUB HEIGHT
2'-0" RECOMMENDED
12" MIN.
MAINLINE
PIPE
RISER
EXTENSION FLAT BAND SHOWN,
MAY VARY (NO
GASKET)
GENERAL NOTES:
1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT.
2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.
3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL.
4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT.
5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
· 12" THRU 48" 1-PIECE
· 54" 2-PIECES
6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED.
7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS.
8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES.
ELEVATION VIEW
OF CMP AND RISER
O-RING GASKET
O-RING
GASKET
HUGGER
BAND
CONNECTION DETAIL
(SBBS)
2 2/3"x1/2" RE-ROLLED END HEL-COR PIPE
H-12 HUGGER BAND DETAIL
NOT TO SCALE
GENERAL NOTES:
1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.
2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION. CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY.
3. BANDS ARE SHAPED TO MATCH THE PIPE-ARCH WHEN APPLICABLE.
4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
· 12" THRU 48" 1-PIECE
· 54" THRU 96" 2-PIECES
· 102" THRU 144" 3-PIECES
5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.
6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2 2/3"x1/2"
7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
8. ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE).
SINGLE BAR,
BOLT AND STRAP (SBBS)
12 1/8"
10 1/4"
O-RING GASKET
O-RING
GASKET
HUGGER
BAND
CONNECTION DETAIL
(SBBS)
2 2/3"x1/2" RE-ROLLED END HEL-COR PIPE
H-12 HUGGER BAND DETAIL
NOT TO SCALE
GENERAL NOTES:
1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.
2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION. CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY.
3. BANDS ARE SHAPED TO MATCH THE PIPE-ARCH WHEN APPLICABLE.
4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
· 12" THRU 48" 1-PIECE
· 54" THRU 96" 2-PIECES
· 102" THRU 144" 3-PIECES
5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.
6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2 2/3"x1/2"
7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
8. ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE).
SINGLE BAR,
BOLT AND STRAP (SBBS)
12 1/8"
10 1/4"
----
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-20-CMP DETENTION\DRAWINGS\717135-020-CMP CONFAB.DWG 9/15/2023 8:26 AM SHEET NO.:
P4 OF
----
PROJECT No.: DATE:
717135
SEQ. No.:
020
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-020
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: LOWER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
09/15/2023
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069
MANHOLE CAP DETAIL
NOT TO SCALE
8"
11" TYP.
2" COVER
TYP. 1" GAP (TYP. ALL
SIDES)
NOTES:
1. DESIGN IN ACCORDANCE WITH AASHTO, 17th
EDITION AND ACI 350.
2. DESIGN LOAD HS25.
3. EARTH COVER = 1' MAX.
4. CONCRETE STRENGTH = 4,000 psi
5. REINFORCING STEEL = ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND
OPENINGS EQUAL TO THE BARS INTERRUPTED,
HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE
SAME PLANE.
A
A
2" COVER
(TYP)
SECTION VIEW
ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
Ø CMP RISER
INTERRUPTED BAR
REPLACEMENT,
SEE NOTE 6.
STANDARD
REINFORCING,
SEE TABLE
OPENING IN
PROTECTION
SLAB FOR
ACESS
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
A
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE 6.
B
OPENING IN
PROTECTION
SLAB FOR
ACCESS
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
STANDARD
REINFORCING,
SEE TABLE
GASKET MATERIAL
SUFFICIENT TO PREVENT
SLAB FROM BEARING ON
RISER TO BE PROVIDED BY
CONTRACTOR.
2" COVER
(TYP.)
ØB
REINFORCING TABLE
Ø CMP
RISER A B Ø REINFORCING
**BEARING
PRESSURE
(PSF)
24" 4'Ø
4'x4' 26"
#5 @ 10" OCEW
#5 @ 10" OCEW
2,540
1,900
30" 4'-6"Ø
4'-6" x 4'-6" 32"
#5 @ 10" OCEW
#5 @ 9" OCEW
2,260
1,670
36" 5'Ø
5' x 5' 38"
#5 @ 9" OCEW
#5 @ 8" OCEW
2,060
1,500
42" 5'-6"Ø
5'-6" x 5'-6" 44"
#5 @ 8" OCEW
#5 @ 8" OCEW
1,490
1,370
48" 6'Ø
6' x 6' 50"
#5 @ 7" OCEW
#5 @ 7" OCEW
1,210
1,270
** ASSUMED SOIL BEARING CAPACITY
1'-0"
A
2" COVER
(TYP.)
2" COVER
(TYP)
7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A
MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED
TO MAINTAIN BAR COVER.
8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR.
9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND SURVEYORS, ENDWELL, NY.
ØB
36"Ø MAX., HS-25 ACCESS CASTING
WITH GRADE RINGS AS REQUIRED, TO
BE PROVIDED AND INSTALLED BY
CONTRACTOR. MAY BE TOP MOUNTED
CMP (AS SHOWN) OR RECESSED.
PROTECTION
SLAB
VARIES
RIM/FINISHED
GRADE
ACCESS CASTING NOT SUPPLIED BY CONTECH
MANHOLE CAP DETAIL
NOT TO SCALE
8"
11" TYP.
2" COVER
TYP. 1" GAP (TYP. ALL
SIDES)
NOTES:
1. DESIGN IN ACCORDANCE WITH AASHTO, 17th
EDITION AND ACI 350.
2. DESIGN LOAD HS25.
3. EARTH COVER = 1' MAX.
4. CONCRETE STRENGTH = 4,000 psi
5. REINFORCING STEEL = ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND
OPENINGS EQUAL TO THE BARS INTERRUPTED,
HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE
SAME PLANE.
A
A
2" COVER
(TYP)
SECTION VIEW
ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
Ø CMP RISER
INTERRUPTED BAR
REPLACEMENT,
SEE NOTE 6.
STANDARD
REINFORCING,
SEE TABLE
OPENING IN
PROTECTION
SLAB FOR
ACESS
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
A
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE 6.
B
OPENING IN
PROTECTION
SLAB FOR
ACCESS
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
STANDARD
REINFORCING,
SEE TABLE
GASKET MATERIAL
SUFFICIENT TO PREVENT
SLAB FROM BEARING ON
RISER TO BE PROVIDED BY
CONTRACTOR.
2" COVER
(TYP.)
ØB
REINFORCING TABLE
Ø CMP
RISER A B Ø REINFORCING
**BEARING
PRESSURE
(PSF)
24" 4'Ø
4'x4' 26"
#5 @ 10" OCEW
#5 @ 10" OCEW
2,540
1,900
30" 4'-6"Ø
4'-6" x 4'-6" 32"
#5 @ 10" OCEW
#5 @ 9" OCEW
2,260
1,670
36" 5'Ø
5' x 5' 38"
#5 @ 9" OCEW
#5 @ 8" OCEW
2,060
1,500
42" 5'-6"Ø
5'-6" x 5'-6" 44"
#5 @ 8" OCEW
#5 @ 8" OCEW
1,490
1,370
48" 6'Ø
6' x 6' 50"
#5 @ 7" OCEW
#5 @ 7" OCEW
1,210
1,270
** ASSUMED SOIL BEARING CAPACITY
1'-0"
A
2" COVER
(TYP.)
2" COVER
(TYP)
7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A
MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED
TO MAINTAIN BAR COVER.
8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR.
9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND SURVEYORS, ENDWELL, NY.
ØB
36"Ø MAX., HS-25 ACCESS CASTING
WITH GRADE RINGS AS REQUIRED, TO
BE PROVIDED AND INSTALLED BY
CONTRACTOR. MAY BE TOP MOUNTED
CMP (AS SHOWN) OR RECESSED.
PROTECTION
SLAB
VARIES
RIM/FINISHED
GRADE
ACCESS CASTING NOT SUPPLIED BY CONTECH
----
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-20-CMP DETENTION\DRAWINGS\717135-020-CMP CONFAB.DWG 9/15/2023 8:26 AM SHEET NO.:
P5 OF
----
PROJECT No.: DATE:
717135
SEQ. No.:
020
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-020
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: LOWER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
09/15/2023
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069
V V V D V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
V V V V V V
S
S
T
S
S
S
U
S
S
S
S
S
E
F
G
H
J
K
L
M
N
P
R
A
B
B
B
B
C
120"Ø BULKHEAD T1
W/ 24"Ø STUB T2
120"Ø BULKHEAD U1
W/ 24"Ø STUB U2
80°
110°
142'-0"
200'-0"
100'-0"
36"Ø RISER TYP OF 12
120"Ø BULKHEAD
TYP OF 10
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-10-CMP DETENTION\DRAWINGS\717135-010-CMP CONFAB.DWG 9/14/2023 4:21 PM SHEET NO.:
P1 OF
PROJECT No.: DATE:
717135
SEQ. No.:
010
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-010
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: UPPER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
BAND, TYPICAL
SEE DETAIL SHEET P4
NOTES
· BULKHEADS SHALL BE 12-GAGE OR HEAVIER STEEL AND THE COATING WILL MATCH THE SPECIFIED CMP COATING. BULKHEAD PLATES SHALL BE FULLY WELDED ONTO THE CMP WITH STEEL REINFORCEMENT AS REQUIRED. THE STEEL REINFORCEMENT SHALL BE POST COATED WITH ZINC RICH PAINT PER AASHTO M 36. BULKHEAD DESIGNS SHALL SATISFY THE REQUIREMENTS SHOWN IN CHAPTER 8 OF THE NCSPA CSP DESIGN MANUAL AND CALCULATIONS SHALL BE PROVIDED TO THE ENGINEER OF RECORD (EOR) FOR APPROVAL UPON REQUEST. · ALL FITTINGS SHALL BE STRUCTURALLY CHECKED FOR REINFORCEMENTS PER ASTM A998 AND PROVIDED TO THE EOR FOR APPROVAL UPON REQUEST.
· CONNECTING BANDS FOR DETENTION SYSTEMS SHALL BE HUGGER TYPE OR FULLY CORRUGATED WITH APPROPRIATE BOLTED CONNECTIONS THAT CAN BE TORQUED TO 35 FOOT POUNDS. BANDS SHALL MATCH THE SPECIFIED CMP COATING AND MEET THE REQUIREMENTS OF AASHTO M 36.
· ALL METALLIC COATINGS AFFECTED BY MANUFACTURING FABRICATION SHALL BE REPAIRED PER AASHTO M 36 SECTION 11 REQUIREMENTS (E.G. ZINC-RICH PAINT ON ALL WELDS). IF
POLYMER COATINGS ARE USED THE REPAIR OF DAMAGED COATINGS WILL BE IN CONFORMANCE WITH AASHTO M 245 SECTION 11 REQUIREMENTS.
· ACCESS LADDERS SHALL BE ATTACHED BY THE MANUFACTURER PRIOR TO DELIVERY, NOT INSTALLED ON THE JOBSITE.
ASSEMBLY
SCALE: 1" = 30'
LOADING: H20
PIPE INV. = TBD'±
9/14/2023
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED
(5) PAGES INCLUDING THE FOLLOWING:
CUSTOMER
· PIPE STORAGE = 190,224 CF
· MAINLINE PIPE GAGE = 14
· WALL TYPE = SOLID
· DIAMETER = 120"
· FINISH = ALT2
· CORRUGATION = 5x1
DATE
STUB INFORMATION
PIECE STUB INVERT
SYSTEM
INVERT
24"Ø STUB T2 TBD TBD
24"Ø STUB U2 TBD TBD
RISER INFORMATION
PIECE RIM ELEV.
SYSTEM
INVERT
36"Ø RISER D1 TBD TBD
36"Ø RISER E1 TBD TBD
36"Ø RISER F1 TBD TBD
36"Ø RISER G1 TBD TBD
36"Ø RISER H1 TBD TBD
36"Ø RISER J1 TBD TBD
36"Ø RISER K1 TBD TBD
36"Ø RISER L1 TBD TBD
36"Ø RISER M1 TBD TBD
36"Ø RISER N1 TBD TBD
36"Ø RISER P1 TBD TBD
36"Ø RISER R1 TBD TBD
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069 RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-10-CMP DETENTION\DRAWINGS\717135-010-CMP CONFAB.DWG 9/14/2023 4:21 PM SHEET NO.:
P2 OF
PROJECT No.: DATE:
717135
SEQ. No.:
010
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-010
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: UPPER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
PIPE Ø
2'-6"
PIPE Ø
PIPE Ø
2'-6"6'-8" MAX.
FRONT
TYPICAL MANWAY DETAIL
NOT TO SCALE
96"Ø to 144"Ø FITTING REINFORCEMENT
MAY BE REQUIRED BASED ON HEIGHT OF
COVER AND LIVE LOAD CONDITION
PLAN
9/14/2023
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
INCHES
18-50
MINIMUM COVER (FT)
AXLE LOADS
(kips)
50-75 75-110 110-150
12-42 2.0 2.5 3.0 3.0
48-72 3.0 3.0 3.5 4.0
78-120 3.5 4.0 4.0 3.0
126-144 3.5 4.0 4.5 4.5
*MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
HEIGHT OF
COVER
TEMPORARY COVER FOR
CONSTRUCTION LOADS
FINISHED
GRADE
CONSTRUCTION LOADING DIAGRAM
NOT TO SCALE
SCOPE
THIS SPECIFICATION COVERS THE MANUFACTURE AND
INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS.
MATERIAL
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE
APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929.
PIPE
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE
APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE
PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
UNITED STATES.
HANDLING AND ASSEMBLY
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE
NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA)
INSTALLATION
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS
AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR
CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE
WITH THE SITE ENGINEER.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO
FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
ANTI-FLOTATION PROVISIONS DUE TO HIGH GROUNDWATER OR
OTHER FLOTATION CONCERNS ARE SITE-SPECIFIC DESIGN
CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF
RECORD.
SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIZED TYPE 2 STEEL
MATERIAL SPECIFICATION
NOT TO SCALE
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069 TABLE 2:
CMP DETENTION AND CMP DRAINAGE STANDARD BACKFILL SPECIFICATIONS
MATERIAL LOCATION MATERIAL SPECIFICATION DESCRIPTION
FILL ENVELOPE WIDTH PER ENGINEER OF RECORD
MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE.
THE SUGGESTED MINIMUM TRENCH WIDTH, OR EOR RECOMMENDATION:
PIPE ≤ 12": D + 16"
PIPE > 12": 1.5D + 12"
MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE:
PIPE < 24": 3.0D
PIPE 24" - 144": D + 4'0"
PIPE > 144": D + 10'0"
FOUNDATION AASHTO 26.5.2 OR PER ENGINEER OF RECORD
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE
FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND FOUNDATION BROUGHT BACK TO GRADE WITH A FILL MATERIAL APPROVED BY THE ENGINEER OF RECORD.
BEDDING AASHTO M 43: 3, 357, 4, 467, 5, 56, 57
(APPROVED REGIONAL EQUIVALENTS INCLUDE CA-7)
ENGINEER OF RECORD TO DETERMINE IF BEDDING IS REQUIRED. PIPE MAY BE PLACED ON THE TRENCH BOTTOM OF A RELATIVELY LOOSE, NATIVE SUITABLE WELL GRADED GRANULAR MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, 2" MIN DEPTH. THE BEDDING MATERIAL MAY BE SUITABLE FOUNDATION SOILS CONFORMING TO AASHTO SOIL CLASSIFICATIONS A1, A2, OR A3 WITH MAXIMUM PARTICLE SIZE OF 3" PER AASHTO 26.3.8.1
CORRUGATED METAL PIPE
CRITICAL BACKFILL AASHTO M 145: A-1, A-2, A-3 *
HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION WITHOUT SOFT SPOTS.
BACKFILL SHALL BE PLACED IN 8" +/- LOOSE LIFTS AND COMPACTED TO 90% STANDARD PROCTOR PER AASHTO T 99. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A THREE LIFT (24") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHOULD BE ADVANCED ALONG THE LENGTH OF THE SYSTEM TO AVOID DIFFERENTIAL LOADING.
WELL GRADED GRANULAR MATERIAL WHICH MAY CONTAIN SMALL AMOUNTS OF SILT OR CLAY AND MAXIMUM PARTICLE SIZE OF 3" (PER AASHTO 26.3.8.1 AND BACKFILL AASHTO M 145: A-1, A-2, A-3 12.4-1.3).
COVER MATERIAL UP TO MIN. COVER - SEE 5A AND 5B ABOVE
ABOVE MIN. COVER - PER ENGINEER OF RECORD COVER MATERIAL MAY INCLUDE NON-BITUMINOUS, GRANULAR ROAD BASE MATERIAL WITHIN MIN COVER LIMITS
RIGID OR FLEXIBLE PAVEMENT (IF
APPLICABLE) PER ENGINEER OF RECORD FLEXIBLE PAVEMENT SHOULD NOT BE COUNTED AS PART OF THE FILL HEIGHT OVER THE CMP. FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS PER THE ENGINEER OF RECORD.
OPTIONAL SIDE GEOTEXTILE NONE GEOTEXTILE LAYER IS RECOMMENDED ON SIDES OF EXCAVATION TO PREVENT SOIL MIGRATION.
OPTIONAL GEOTEXTILE BETWEEN
LAYERS NONE IF SOIL TYPES DIFFER AT ANY POINT ABOVE PIPE INVERT, A GEOTEXTILE LAYER IS RECOMMENDED TO BE PLACED BETWEEN THE LAYERS TO PREVENT SOILMIGRATION. 1 2
3 4
5A
5B
6 7
A
DIAMETER, D MIN.
COVER
CORR.
PROFILE
6"-10" 12" 1 1/2" x 1/4"
12"-48" 12" 2 2/3" x 1/2"
>48"-96" 12" 3" x 1", 5" x 1"
>96" D/8 3" x 1", 5" x 1"
· STRUCTURAL BACKFILL MUST EXTEND TO
LIMITS OF THE TABLE
· TOTAL HEIGHT OF COMPACTED COVER FOR
CONVENTIONAL HIGHWAY LOADS IS MEASURED
FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
PAVEMENT OR TOP OF RIGID PAVEMENT
· ULTRAFLO ALSO AVAILABLE FOR SIZES 18" - 120"
WITH 3/4"x 3/4"x 7 1/2" CORRUGATION
TABLE 1:
INSTALLATION NOTES
1. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS
IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY
COMPACTED UNDER AND AROUND THE PIPE HAUNCHES.
2. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED
DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY
SITE ENGINEER.
3. BACKFILL USING CONTROLLED LOW-STRENGTH MATERIAL
(CLSM, "FLASH FILL" OR "FLOWABLE FILL") MAY BE USED
WHEN THE SPACING BETWEEN THE PIPES WILL NOT ALLOW
FOR PLACEMENT AND ADEQUATE COMPACTION OF THE
BACKFILL. CONTACT CONTECH FOR FURTHER EVALUATION.
4. IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED
ON OR NEAR THE PROJECT, A GEOMEMBRANE BARRIER IS
RECOMMENDED OVER THE UPPER HALF OF THE PIPE. THE
GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE
SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY
RESULT FROM A CHANGE IN THE SURROUNDING
ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO
THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE
FOR ADDITIONAL INFORMATION.
HAUNCH
ZONE
MANUFACTURER RECOMMENDED BACKFILL
NOT TO SCALE
7 5B
3 A
FILL ENVELOPE 1
CMP 4
2 A
MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT
COVER DEPTH
(FOR MIN. COVER,
SEE TABLE 1)
IN SITU
DIAMETER, D
TRENCH EMBANKMENT
IN GEOGRAPHIES WITH
SALTING. SEE
INSTALLATION NOTE 4
ABOVE DETAIL IS A
RECOMMENDATION. CONSULT
GEOTECHNICAL EOR FOR PROJECT
SPECIFIC BACKFILL REQUIREMENTS.
NOTES:
· FOR MULTIPLE BARREL INSTALLATIONS, THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE THE PIPE DIAMETER /2 BUT NO LESS THAN 12" FOR DIAMETERS <72". FOR 72" AND LARGER DIAMETERS, THE MINIMUM SPACING IS 36". CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING. * APPROVED REGIONAL EQUIVALENTS FOR SECTION 5A INCLUDE CA-7, MIDOT 2G, 34G, OR 21AA STONE OR GRAVEL; #8; #57; MIDOT 6A, 2G, 3G, 34G. 6 B
B
5A
B
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-10-CMP DETENTION\DRAWINGS\717135-010-CMP CONFAB.DWG 9/14/2023 4:21 PM SHEET NO.:
P3 OF
PROJECT No.: DATE:
717135
SEQ. No.:
010
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-010
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: UPPER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
9/14/2023
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069 12"
TECHCO BAND ANGLES
1/2" DIA. BOLT
12" RISER BAND DETAIL
NOT TO SCALE
PLAIN END CMP RISER PIPE
CONNECTION DETAIL
7 1/2" TECHCO SHOWN - MAY VARY
STUB HEIGHT
2'-0" RECOMMENDED
12" MIN.
MAINLINE
PIPE
RISER
EXTENSION FLAT BAND SHOWN,
MAY VARY (NO
GASKET)
GENERAL NOTES:
1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT.
2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.
3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL.
4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT.
5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
· 12" THRU 48" 1-PIECE
· 54" 2-PIECES
6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED.
7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS.
8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES.
ELEVATION VIEW
OF CMP AND RISER
O-RING GASKET
O-RING
GASKET
HUGGER
BAND
CONNECTION DETAIL
(SBBS)
2 2/3"x1/2" RE-ROLLED END HEL-COR PIPE
H-12 HUGGER BAND DETAIL
NOT TO SCALE
GENERAL NOTES:
1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.
2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION. CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY.
3. BANDS ARE SHAPED TO MATCH THE PIPE-ARCH WHEN APPLICABLE.
4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
· 12" THRU 48" 1-PIECE
· 54" THRU 96" 2-PIECES
· 102" THRU 144" 3-PIECES
5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.
6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2 2/3"x1/2"
7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
8. ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE).
SINGLE BAR,
BOLT AND STRAP (SBBS)
12 1/8"
10 1/4"
O-RING GASKET
O-RING
GASKET
HUGGER
BAND
CONNECTION DETAIL
(SBBS)
2 2/3"x1/2" RE-ROLLED END HEL-COR PIPE
H-12 HUGGER BAND DETAIL
NOT TO SCALE
GENERAL NOTES:
1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4.
2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION. CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY.
3. BANDS ARE SHAPED TO MATCH THE PIPE-ARCH WHEN APPLICABLE.
4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
· 12" THRU 48" 1-PIECE
· 54" THRU 96" 2-PIECES
· 102" THRU 144" 3-PIECES
5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.
6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2 2/3"x1/2"
7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
8. ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE).
SINGLE BAR,
BOLT AND STRAP (SBBS)
12 1/8"
10 1/4"
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-10-CMP DETENTION\DRAWINGS\717135-010-CMP CONFAB.DWG 9/14/2023 4:21 PM SHEET NO.:
P4 OF
PROJECT No.: DATE:
717135
SEQ. No.:
010
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-010
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: UPPER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
9/14/2023
800-338-1122 513-645-7000 513-645-7993 FAX
9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069
MANHOLE CAP DETAIL
NOT TO SCALE
8"
11" TYP.
2" COVER
TYP. 1" GAP (TYP. ALL
SIDES)
NOTES:
1. DESIGN IN ACCORDANCE WITH AASHTO, 17th
EDITION AND ACI 350.
2. DESIGN LOAD HS25.
3. EARTH COVER = 1' MAX.
4. CONCRETE STRENGTH = 4,000 psi
5. REINFORCING STEEL = ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND
OPENINGS EQUAL TO THE BARS INTERRUPTED,
HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE
SAME PLANE.
A
A
2" COVER
(TYP)
SECTION VIEW
ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
Ø CMP RISER
INTERRUPTED BAR
REPLACEMENT,
SEE NOTE 6.
STANDARD
REINFORCING,
SEE TABLE
OPENING IN
PROTECTION
SLAB FOR
ACESS
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
A
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE 6.
B
OPENING IN
PROTECTION
SLAB FOR
ACCESS
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
STANDARD
REINFORCING,
SEE TABLE
GASKET MATERIAL
SUFFICIENT TO PREVENT
SLAB FROM BEARING ON
RISER TO BE PROVIDED BY
CONTRACTOR.
2" COVER
(TYP.)
ØB
REINFORCING TABLE
Ø CMP
RISER A B Ø REINFORCING
**BEARING
PRESSURE
(PSF)
24" 4'Ø
4'x4' 26"
#5 @ 10" OCEW
#5 @ 10" OCEW
2,540
1,900
30" 4'-6"Ø
4'-6" x 4'-6" 32"
#5 @ 10" OCEW
#5 @ 9" OCEW
2,260
1,670
36" 5'Ø
5' x 5' 38"
#5 @ 9" OCEW
#5 @ 8" OCEW
2,060
1,500
42" 5'-6"Ø
5'-6" x 5'-6" 44"
#5 @ 8" OCEW
#5 @ 8" OCEW
1,490
1,370
48" 6'Ø
6' x 6' 50"
#5 @ 7" OCEW
#5 @ 7" OCEW
1,210
1,270
** ASSUMED SOIL BEARING CAPACITY
1'-0"
A
2" COVER
(TYP.)
2" COVER
(TYP)
7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A
MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED
TO MAINTAIN BAR COVER.
8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR.
9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND SURVEYORS, ENDWELL, NY.
ØB
36"Ø MAX., HS-25 ACCESS CASTING
WITH GRADE RINGS AS REQUIRED, TO
BE PROVIDED AND INSTALLED BY
CONTRACTOR. MAY BE TOP MOUNTED
CMP (AS SHOWN) OR RECESSED.
PROTECTION
SLAB
VARIES
RIM/FINISHED
GRADE
ACCESS CASTING NOT SUPPLIED BY CONTECH
RLH
CHECKED:
DRAWN:
RLH
DESIGNED:
APPROVED:
I:\MERLIN\PROJECT\ACTIVE\717100\717135\717135-10-CMP DETENTION\DRAWINGS\717135-010-CMP CONFAB.DWG 9/14/2023 4:21 PM SHEET NO.:
P5 OF
PROJECT No.: DATE:
717135
SEQ. No.:
010
PROPOSAL
CONTECH
DRAWING
120"Ø UNDERGROUND DETENTION SYSTEM - 717135-010
GYPSUM CANYON CEMETERY
IRVINE, CA
SITE DESIGNATION: UPPER PAD
The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.
www.ContechES.com
MARK DATE REVISION DESCRIPTION BY 5
9/14/2023
Attachment 6
Source Control
Parking Area Maintenance SC-43
September 2014 California Stormwater BMP Handbook
Industrial and Commercial
www.casqa.org
1 of 5
Description
Parking lots can contribute a number of
substances, such as trash, suspended solids,
hydrocarbons, oil and grease, and heavy metals
that can enter receiving waters through
stormwater runoff or non-stormwater
discharges. The protocols in this fact sheet are
intended to prevent or reduce the discharge of
Objectives
Cover
Contain
Educate
Reduce/Minimize
Product Substitution
pollutants from parking areas and include
using good housekeeping practices, following
appropriate cleaning BMPs, and training
employees.
BMPs for other outdoor areas on site
(loading/unloading, material storage, and
equipment operations) are described in SC-30
through SC-33.
Approach
The goal of this program is to ensure
stormwater pollution prevention practices are
considered when conducting activities on or
around parking areas to reduce potential for
pollutant discharge to receiving waters.
Successful implementation depends on
effective training of employees on applicable
BMPs and general pollution prevention
strategies and objectives.
General Pollution Prevention Protocols
Encourage advanced designs and
maintenance strategies for impervious
parking lots. Refer to the treatment control
BMP fact sheets in this manual for
additional information.
Keep accurate maintenance logs to evaluate
BMP implementation.
Good Housekeeping
Keep all parking areas clean and orderly.
Remove debris, litter, and sediments in a
timely fashion.
Post “No Littering” signs and enforce antilitter laws.
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Minimum BMPs Covered
Good Housekeeping
Preventative
Maintenance
Spill and Leak
Prevention and
Response
Material Handling &
Waste Management
Erosion and Sediment
Controls
Employee Training
Program
Quality Assurance
Record Keeping
Parking Area Maintenance SC-43
September 2014 California Stormwater BMP Handbook
Industrial and Commercial
www.casqa.org
2 of 5
Provide an adequate number of litter receptacles.
Clean out and cover litter receptacles frequently to prevent spillage.
Preventative Maintenance
Inspection
Have designated personnel conduct inspections of parking facilities and stormwater conveyance systems associated with parking facilities on a regular basis. Inspect cleaning equipment/sweepers for leaks on a regular basis.
Surface Cleaning
Use dry cleaning methods (e.g., sweeping, vacuuming) to prevent the discharge of pollutants into the stormwater conveyance system if possible. Establish frequency of public parking lot sweeping based on usage and field observations of waste accumulation.
Sweep all parking lots at least once before the onset of the wet season. Dispose of parking lot sweeping debris and dirt at a landfill. Follow the procedures below if water is used to clean surfaces:
Block the storm drain or contain runoff.
Collect and pump wash water to the sanitary sewer or discharge to a pervious surface. Do not allow wash water to enter storm drains. Follow the procedures below when cleaning heavy oily deposits:
Clean oily spots with absorbent materials.
Use a screen or filter fabric over inlet, then wash surfaces. Do not allow discharges to the storm drain.
Vacuum/pump discharges to a tank or discharge to sanitary sewer. Dispose of spilled materials and absorbents appropriately.
Surface Repair
Check local ordinance for SUSMP/LID ordinance.
Preheat, transfer or load hot bituminous material away from storm drain inlets. Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff.
Cover and seal nearby storm drain inlets where applicable (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in Parking Area Maintenance SC-43
September 2014 California Stormwater BMP Handbook
Industrial and Commercial
www.casqa.org
3 of 5
place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal.
Use only as much water as necessary for dust control during sweeping to avoid runoff.
Catch drips from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and absorbents properly.
Spill Response and Prevention Procedures
Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. Place a stockpile of spill cleanup materials where it will be readily accessible or at a central location.
Clean up fluid spills immediately with absorbent rags or material. Dispose of spilled material and absorbents properly.
Employee Training Program
Provide regular training to field employees and/or contractors regarding cleaning of paved areas and proper operation of equipment.
Train employees and contractors in proper techniques for spill containment and cleanup.
Use a training log or similar method to document training.
Quality Assurance and Record Keeping
Keep accurate maintenance logs that document minimum BMP activities performed for parking area maintenance, types and quantities of waste disposed of, and any improvement actions.
Keep accurate logs of spill response actions that document what was spilled, how it was cleaned up, and how the waste was disposed.
Establish procedures to complete logs and file them in the central office.
Potential Capital Facility Costs and Operation & Maintenance Requirements
Facilities
Capital investments may be required at some sites to purchase sweeping equipment, train sweeper operators, install oil/water/sand separators, or implement advanced BMPs. These costs can vary significantly depending upon site conditions and the amount of BMPs required.
Parking Area Maintenance SC-43
September 2014 California Stormwater BMP Handbook
Industrial and Commercial
www.casqa.org
4 of 5
Maintenance
Sweep and clean parking lots regularly to minimize pollutant transport into storm drains from stormwater runoff.
Clean out oil/water/sand separators regularly, especially after heavy storms. Maintain advanced BMPs such as vegetated swales, infiltration trenches, or detention basins as appropriate. Refer to the treatment control fact sheets for more information.
Supplemental Information
Advanced BMPs
Some parking areas may require advanced BMPs to further reduce pollutants in stormwater runoff, and a few examples are listed below. Refer to the Treatment Control Fact Sheets and the New Development and Redevelopment Manual for more information.
When possible, direct sheet runoff to flow into biofilters (vegetated strip and swale) and/or infiltration devices.
Utilize sand filters or oleophilic collectors for oily waste in low quantities. Arrange rooftop drains to prevent drainage directly onto paved surfaces. Design lot to include semi-permeable hardscape.
References and Resources
City of Seattle, Seattle Public Utilities Department of Planning and Development, 2009.
Stormwater Manual Vol. 1 Source Control Technical Requirements Manual.
California Stormwater Quality Association, 2003. New Development and Redevelopment Stormwater Best Management Practice Handbook. Available online at:
https://www.casqa.org/resources/bmp-handbooks/new-development-redevelopmentbmp-handbook.
Kennedy/Jenks Consultants, 2007. The Truckee Meadows Industrial and Commercial Storm Water Best Management Practices Handbook. Available online at:
http://www.cityofsparks.us/sites/default/files/assets/documents/envcontrol/construction/TM-I-C_BMP_Handbook_2-07-final.pdf.
Orange County Stormwater Program, Best Management Practices for Industrial/Commercial Business Activities. Available online at:
http://ocwatersheds.com/documents/bmp/industrialcommercialbusinessesactivities.
Parking Area Maintenance SC-43
September 2014 California Stormwater BMP Handbook
Industrial and Commercial
www.casqa.org
5 of 5
Pollution from Surface Cleaning Folder, 1996, 2003. Bay Area Stormwater Management Agencies Association. Available online at:
http://basmaa.org/Portals/0/documents/pdf/Pollution%20from%20Surface%20Cleani ng.pdf.
Sacramento Stormwater Management Program. Best Management Practices for Industrial Storm Water Pollution Control. Available online at:
http://www.msa.saccounty.net/sactostormwater/documents/guides/industrial-BMPmanual.pdf.
The Storm Water Managers Resource Center, http://www.stormwatercenter.net.
US EPA. Post-Construction Stormwater Management in New Development and Redevelopment. BMP Fact Sheets. Available online at:
http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=min_measure &min_measure_id=5.
Housekeeping Practices SC-60
Description
Promote efficient and safe housekeeping practices (storage, use, and cleanup) when handling potentially harmful materials such as fertilizers, pesticides, cleaning solutions, paint products, automotive products, and swimming pool chemicals. Related information is provided in BMP fact sheets SC-11 Spill
Prevention, Control & Cleanup and SC-34 Waste Handling & Disposal.
Approach
Pollution Prevention
Purchase only the amount of material that will be needed for foreseeable use. In most cases this will result in cost savings in both purchasing and disposal. See SC-61 Safer Alternative Products for additional information.
Objectives
Cover
Contain
Educate
Reduce/Minimize
Product Substitution
Be aware of new products that may do the same job with less environmental risk and for less or the equivalent cost. Total cost must be used here; this includes purchase price,
transportation costs, storage costs, use related costs, clean up costs and disposal costs.
Suggested Protocols
General
Keep work sites clean and orderly. Remove debris in a timely fashion. Sweep the area.
Dispose of wash water, sweepings, and sediments, properly. Recycle or dispose of fluids properly.
Establish a daily checklist of office, yard and plant areas to confirm cleanliness and adherence to proper storage and security. Specific employees should be assigned specific inspection responsibilities and given the authority to remedy any problems found.
Post waste disposal charts in appropriate locations detailing for each waste its hazardous nature (poison, corrosive, flammable), prohibitions on its disposal (dumpster, drain, sewer) and the recommended disposal method (recycle,
sewer, burn, storage, landfill).
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Oxygen Demanding
January 2003 California Stormwater BMP Handbook 1 of 3
Municipal
www.cabmphandbooks.com
Summarize the chosen BMPs applicable to your operation and post them in appropriate conspicuous places.
SC-60 Housekeeping Practices
Require a signed checklist from every user of any hazardous material detailing amount taken, amount used, amount returned and disposal of spent material. Do a before audit of your site to establish baseline conditions and regular subsequent audits to note any changes and whether conditions are improving or deteriorating. Keep records of water, air and solid waste quantities and quality tests and their disposition. Maintain a mass balance of incoming, outgoing and on hand materials so you know when there are unknown losses that need to be tracked down and accounted for. Use and reward employee suggestions related to BMPs, hazards, pollution reduction, work place safety, cost reduction, alternative materials and procedures, recycling and disposal. Have, and review regularly, a contingency plan for spills, leaks, weather extremes etc. Make sure all employees know about it and what their role is so that it comes into force automatically.
Training
Train all employees, management, office, yard, manufacturing, field and clerical in BMPs and pollution prevention and make them accountable.
Train municipal employees who handle potentially harmful materials in good housekeeping practices.
Train personnel who use pesticides in the proper use of the pesticides. The California Department of Pesticide Regulation license pesticide dealers, certify pesticide applicators and conduct onsite inspections.
Train employees and contractors in proper techniques for spill containment and cleanup.
The employee should have the tools and knowledge to immediately begin cleaning up a spill if one should occur.
Spill Response and Prevention
Refer to SC-11, Spill Prevention, Control & Cleanup.
Keep your Spill Prevention Control and Countermeasure (SPCC) plant up-to-date, and implement accordingly.
Have spill cleanup materials readily available and in a known location. Cleanup spills immediately and use dry methods if possible. Properly dispose of spill cleanup material.
Other Considerations
There are no major limitations to this best management practice. There are no regulatory requirements to this BMP. Existing regulations already require municipalities to properly store, use, and dispose of hazardous materials 2 of 3 California Stormwater BMP Handbook January 2003
Municipal
www.cabmphandbooks.com
Housekeeping Practices SC-60
Requirements
Costs
Minimal cost associated with this BMP. Implementation of good housekeeping practices may result in cost savings as these procedures may reduce the need for more costly BMPs.
Maintenance
Ongoing maintenance required to keep a clean site. Level of effort is a function of site size and type of activities.
Supplemental Information
Further Detail of the BMP
The California Integrated Waste Management Board’s Recycling Hotline, 1-800-553-2962, provides information on household hazardous waste collection programs and facilities.
Examples
There are a number of communities with effective programs. The most pro-active include Santa Clara County and the City of Palo Alto, the City and County of San Francisco, and the Municipality of Metropolitan Seattle (Metro).
References and Resources
British Columbia Lake Stewardship Society. Best Management Practices to Protect Water Quality from Non-Point Source Pollution. March 2000.
http://www.nalms.org/bclss/bmphome.html#bmp
King County Stormwater Pollution Control Manual - http://dnr.metrokc.gov/wlr/dss/spcm.htm Model Urban Runoff Program: A How-To Guide for Developing Urban Runoff Programs for Small Municipalities, Prepared by City of Monterey, City of Santa Cruz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, Woodward-Clyde, Central Coast Regional Water Quality Control Board. July, 1998, Revised by California Coastal Commission, February 2002.
Orange County Stormwater Program
http://www.ocwatersheds.com/stormwater/swp_introduction.asp San Mateo STOPPP - (http://stoppp.tripod.com/bmp.html)
January 2003 California Stormwater BMP Handbook 3 of 3
Municipal
www.cabmphandbooks.com
Road and Street Maintenance SC-70
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
1 of 9
Objectives
Cover
Contain
Educate
Reduce/Minimize
Product Substitution
Description
Streets, roads, and highways are significant sources of pollutants in stormwater discharges, and operation and maintenance (O&M) practices, if not conducted properly, can contribute to the problem. Stormwater pollution from roadway and bridge
maintenance should be addressed on a site-specific basis. Use of the procedures outlined below, that address street sweeping and repair, bridge and structure maintenance, and unpaved roads will reduce pollutants in stormwater.
Approach
Pollution Prevention
Use the least toxic materials available (e.g. water based paints, gels or sprays for graffiti removal)
Recycle paint and other materials whenever possible.
Enlist the help of citizens to keep yard waste, used oil, and other wastes out of the gutter.
Suggested Protocols
Street Sweeping and Cleaning
Maintain a consistent sweeping schedule. Provide minimum monthly sweeping of curbed streets.
Perform street cleaning during dry weather if possible.
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Oxygen Demanding
SC-70 Road and Street Maintenance
2 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
Avoid wet cleaning or flushing of street, and utilize dry methods where possible. Consider increasing sweeping frequency based on factors such as traffic volume, land use, field observations of sediment and trash accumulation, proximity to water courses, etc. For example:
- Increase the sweeping frequency for streets with high pollutant loadings, especially in high traffic and industrial areas.
- Increase the sweeping frequency just before the wet season to remove sediments accumulated during the summer.
- Increase the sweeping frequency for streets in special problem areas such as special events, high litter or erosion zones.
Maintain cleaning equipment in good working condition and purchase replacement equipment as needed. Old sweepers should be replaced with new technologically advanced sweepers (preferably regenerative air sweepers) that maximize pollutant removal. Operate sweepers at manufacturer requested optimal speed levels to increase effectiveness. To increase sweeping effectiveness consider the following:
- Institute a parking policy to restrict parking in problematic areas during periods of street sweeping.
- Post permanent street sweeping signs in problematic areas; use temporary signs if installation of permanent signs is not possible.
- Develop and distribute flyers notifying residents of street sweeping schedules. Regularly inspect vehicles and equipment for leaks, and repair immediately. If available use vacuum or regenerative air sweepers in the high sediment and trash areas (typically industrial/commercial).
Keep accurate logs of the number of curb-miles swept and the amount of waste collected. Dispose of street sweeping debris and dirt at a landfill. Do not store swept material along the side of the street or near a storm drain inlet. Keep debris storage to a minimum during the wet season or make sure debris piles are contained (e.g. by berming the area) or covered (e.g. with tarps or permanent covers).
Street Repair and Maintenance
Pavement marking
Schedule pavement marking activities for dry weather.
Road and Street Maintenance SC-70
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
3 of 9
Develop paint handling procedures for proper use, storage, and disposal of paints. Transfer and load paint and hot thermoplastic away from storm drain inlets. Provide drop cloths and drip pans in paint mixing areas. Properly maintain application equipment.
Street sweep thermoplastic grindings. Yellow thermoplastic grindings may require special handling as they may contain lead.
Paints containing lead or tributyltin are considered a hazardous waste and must be disposed of properly.
Use water based paints whenever possible. If using water based paints, clean the application equipment in a sink that is connected to the sanitary sewer. Properly store leftover paints if they are to be kept for the next job, or dispose of properly.
Concrete installation and repair
Schedule asphalt and concrete activities for dry weather. Take measures to protect any nearby storm drain inlets and adjacent watercourses, prior to breaking up asphalt or concrete (e.g. place san bags around inlets or work areas). Limit the amount of fresh concrete or cement mortar mixed, mix only what is needed for the job.
Store concrete materials under cover, away from drainage areas. Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets, gutters, storm drains, rainfall, and runoff.
Return leftover materials to the transit mixer. Dispose of small amounts of hardened excess concrete, grout, and mortar in the trash.
Do not wash sweepings from exposed aggregate concrete into the street or storm drain.
Collect and return sweepings to aggregate base stockpile, or dispose in the trash. When making saw cuts in pavement, use as little water as possible and perform during dry weather. Cover each storm drain inlet completely with filter fabric or plastic during the sawing operation and contain the slurry by placing straw bales, sandbags, or gravel dams around the inlets. After the liquid drains or evaporates, shovel or vacuum the slurry residue from the pavement or gutter and remove from site. Alternatively, a small onsite vacuum may be used to pick up the slurry as this will prohibit slurry from reaching storm drain inlets.
Wash concrete trucks off site or in designated areas on site designed to preclude discharge of wash water to drainage system.
SC-70 Road and Street Maintenance
4 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
Patching, resurfacing, and surface sealing
Schedule patching, resurfacing and surface sealing for dry weather. Stockpile materials away from streets, gutter areas, storm drain inlets or watercourses.
During wet weather, cover stockpiles with plastic tarps or berm around them if necessary to prevent transport of materials in runoff.
Pre-heat, transfer or load hot bituminous material away from drainage systems or watercourses.
Where applicable, cover and seal nearby storm drain inlets (with waterproof material or mesh) and maintenance holes before applying seal coat, slurry seal, etc. Leave covers in place until job is complete and until all water from emulsified oil sealants has drained or evaporated. Clean any debris from covered maintenance holes and storm drain inlets when the job is complete.
Prevent excess material from exposed aggregate concrete or similar treatments from entering streets or storm drain inlets. Designate an area for clean up and proper disposal of excess materials.
Use only as much water as necessary for dust control, to avoid runoff. Sweep, never hose down streets to clean up tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquid in storm drains.
Catch drips from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and absorbents properly.
Equipment cleaning maintenance and storage
Inspect equipment daily and repair any leaks. Place drip pans or absorbent materials under heavy equipment when not in use.
Perform major equipment repairs at the corporation yard, when practical. If refueling or repairing vehicles and equipment must be done onsite, use a location away from storm drain inlets and watercourses.
Clean equipment including sprayers, sprayer paint supply lines, patch and paving equipment, and mud jacking equipment at the end of each day. Clean in a sink or other area (e.g. vehicle wash area) that is connected to the sanitary sewer.
Bridge and Structure Maintenance
Paint and Paint Removal
Transport paint and materials to and from job sites in containers with secure lids and tied down to the transport vehicle.
Do not transfer or load paint near storm drain inlets or watercourses.
Road and Street Maintenance SC-70
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
5 of 9
Test and inspect spray equipment prior to starting to paint. Tighten all hoses and connections and do not overfill paint container.
Plug nearby storm drain inlets prior to starting painting where there is significant risk of a spill reaching storm drains. Remove plugs when job is completed. If sand blasting is used to remove paint, cover nearby storm drain inlets prior to starting work.
Perform work on a maintenance traveler or platform, or use suspended netting or tarps to capture paint, rust, paint removing agents, or other materials, to prevent discharge of materials to surface waters if the bridge crosses a watercourse. If sanding, use a sander with a vacuum filter bag.
Capture all clean-up water, and dispose of properly.
Recycle paint when possible (e.g. paint may be used for graffiti removal activities). Dispose of unused paint at an appropriate household hazardous waste facility.
Graffiti Removal
Schedule graffiti removal activities for dry weather. Protect nearby storm drain inlets prior to removing graffiti from walls, signs, sidewalks, or other structures needing graffiti abatement. Clean up afterwards by sweeping or vacuuming thoroughly, and/or by using absorbent and properly disposing of the absorbent. When graffiti is removed by painting over, implement the procedures under Painting and Paint Removal above.
Direct runoff from sand blasting and high pressure washing (with no cleaning agents) into a landscaped or dirt area. If such an area is not available, filter runoff through an appropriate filtering device (e.g. filter fabric) to keep sand, particles, and debris out of storm drains. If a graffiti abatement method generates wash water containing a cleaning compound (such as high pressure washing with a cleaning compound), plug nearby storm drains and vacuum/pump wash water to the sanitary sewer.
Consider using a waterless and non-toxic chemical cleaning method for graffiti removal (e.g. gels or spray compounds).
Repair Work
Prevent concrete, steel, wood, metal parts, tools, or other work materials from entering storm drains or watercourses.
Thoroughly clean up the job site when the repair work is completed. When cleaning guardrails or fences follow the appropriate surface cleaning methods (depending on the type of surface) outlined in SC-71 Plaza & Sidewalk Cleaning fact sheet.
SC-70 Road and Street Maintenance
6 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
If painting is conducted, follow the painting and paint removal procedures above. If graffiti removal is conducted, follow the graffiti removal procedures above. If construction takes place, see the Construction Activity BMP Handbook. Recycle materials whenever possible.
Unpaved Roads and Trails
Stabilize exposed soil areas to prevent soil from eroding during rain events. This is particularly important on steep slopes.
For roadside areas with exposed soils, the most cost-effective choice is to vegetate the area, preferably with a mulch or binder that will hold the soils in place while the vegetation is establishing. Native vegetation should be used if possible. If vegetation cannot be established immediately, apply temporary erosion control mats/blankets; a comma straw, or gravel as appropriate. If sediment is already eroded and mobilized in roadside areas, temporary controls should be installed. These may include: sediment control fences, fabric-covered triangular dikes, gravel-filled burlap bags, biobags, or hay bales staked in place.
Non-Stormwater Discharges
Field crews should be aware of non-stormwater discharges as part of their ongoing street maintenance efforts.
Refer to SC-10 Non-Stormwater Discharges
Identify location, time and estimated quantity of discharges. Notify appropriate personnel.
Training
Train employees regarding proper street sweeping operation and street repair and maintenance.
Instruct employees and subcontractors to ensure that measures to reduce the stormwater impacts of roadway/bridge maintenance are being followed. Require engineering staff and/or consulting A/E firms to address stormwater quality in new bridge designs or existing bridge retrofits.
Use a training log or similar method to document training. Train employees on proper spill containment and clean up, and in identifying nonstormwater discharges.
Road and Street Maintenance SC-70
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
7 of 9
Spill Response and Prevention
Refer to SC-11, Spill Prevention, Control & Cleanup.
Keep your Spill Prevention Control and countermeasure (SPCC) plan up-to-date, and implement accordingly.
Have spill cleanup materials readily available and in a known location. Cleanup spills immediately and use dry methods if possible. Properly dispose of spill cleanup material.
Other Considerations
Densely populated areas or heavily used streets may require parking regulations to clear streets for cleaning.
No currently available conventional sweeper is effective at removing oil and grease.
Mechanical sweepers are not effective at removing finer sediments. Limitations may arise in the location of new bridges. The availability and cost of land and other economic and political factors may dictate where the placement of a new bridge will occur. Better design of the bridge to control runoff is required if it is being placed near sensitive waters.
Requirements
Costs
The maintenance of local roads and bridges is already a consideration of most community public works or transportation departments. Therefore, the cost of pollutant reducing management practices will involve the training and equipment required to implement these new practices.
The largest expenditures for street sweeping programs are in staffing and equipment. The capital cost for a conventional street sweeper is between $60,000 and $120,000. Newer technologies might have prices approaching $180,000. The average useful life of a conventional sweeper is about four years, and programs must budget for equipment replacement. Sweeping frequencies will determine equipment life, so programs that sweep more often should expect to have a higher cost of replacement. A street sweeping program may require the following.
- Sweeper operators, maintenance, supervisory, and administrative personnel are required.
- Traffic control officers may be required to enforce parking restrictions. - Skillful design of cleaning routes is required for program to be productive. - Arrangements must be made for disposal of collected wastes.
SC-70 Road and Street Maintenance
8 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
If investing in newer technologies, training for operators must be included in operation and maintenance budgets. Costs for public education are small, and mostly deal with the need to obey parking restrictions and litter control. Parking tickets are an effective reminder to obey parking rules, as well as being a source of revenue.
Maintenance
Not applicable
Supplemental Information
Further Detail of the BMP
Street sweeping
There are advantages and disadvantages to the two common types of sweepers. The best choice depends on your specific conditions. Many communities find it useful to have a compliment of both types in their fleet.
Mechanical Broom Sweepers - More effective at picking up large debris and cleaning wet streets.
Less costly to purchase and operate. Create more airborne dust.
Vacuum Sweepers - More effective at removing fine particles and associated heavy metals.
Ineffective at cleaning wet streets. Noisier than mechanical broom sweepers which may restrict areas or times of operation. May require an advance vehicle to remove large debris.
Street Flushers - Not affected by biggest interference to cleaning, parked cars. May remove finer sediments, moving them toward the gutter and stormwater inlets. For this reason, flushing fell out of favor and is now used primarily after sweeping. Flushing may be effective for combined sewer systems. Presently street flushing is not allowed under most NPDES permits.
Cross-Media Transfer of Pollutants
The California Air Resources Board (ARB) has established state ambient air quality standards including a standard for respirable particulate matter (less than or equal to 10 microns in diameter, symbolized as PM10). In the effort to sweep up finer sediments to remove attached heavy metals, municipalities should be aware that fine dust, that cannot be captured by the sweeping equipment and becomes airborne, could lead to issues of worker and public safety.
Bridges
Bridges that carry vehicular traffic generate some of the more direct discharges of runoff to surface waters. Bridge scupper drains cause a direct discharge of stormwater into receiving waters and have been shown to carry relatively high concentrations of pollutants. Bridge maintenance also generates wastes that may be either directly deposited to the water below or carried to the receiving water by stormwater. The following steps will help reduce the stormwater impacts of bridge maintenance:
Site new bridges so that significant adverse impacts to wetlands, sensitive areas, critical habitat, and riparian vegetation are minimized.
Road and Street Maintenance SC-70
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
9 of 9
Design new bridges to avoid the use of scupper drains and route runoff to land for treatment control. Existing scupper drains should be cleaned on a regular basis to avoid sediment/debris accumulation.
Reduce the discharge of pollutants to surface waters during maintenance by using suspended traps, vacuums, or booms in the water to capture paint, rust, and paint removing agents. Many of these wastes may be hazardous. Properly dispose of this waste by referring to CA21 (Hazardous Waste Management) in the Construction Handbook. Train employees and subcontractors to reduce the discharge of wastes during bridge maintenance.
De-icing
Do not over-apply deicing salt and sand, and routinely calibrate spreaders. Near reservoirs, restrict the application of deicing salt and redirect any runoff away from reservoirs.
Consider using alternative deicing agents (less toxic, biodegradable, etc.).
References and Resources
Model Urban Runoff Program: A How-To Guide for Developing Urban Runoff Programs for Small Municipalities. Prepared by City of Monterey, City of Santa Cruz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, Woodward-Clyde, Central Coast Regional Water Quality Control Board. July. 1998.
Orange County Stormwater Program
http://www.ocwatersheds.com/stormwater/swp_introduction.asp Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998.
Santa Clara Valley Urban Runoff Pollution Prevention Program. 1997 Urban Runoff Management Plan. September 1997, updated October 2000.
Santa Clara Valley Urban Runoff Pollution Prevention Program. 2001. Fresh Concrete and Mortar Application Best Management Practices for the Construction Industry. June.
Santa Clara Valley Urban Runoff Pollution Prevention Program. 2001. Roadwork and Paving Best Management Practices for the Construction Industry. June.
United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Roadway and Bridge Maintenance. On-line http://www.epa.gov/npdes/menuofbmps/poll_13.htm
Landscape Maintenance SC-73
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
1 of 6
Objectives
Contain
Educate
Reduce/Minimize
Product Substitution
Description
Landscape maintenance activities include vegetation removal; herbicide and insecticide application; fertilizer application; watering; and other gardening and lawn care practices.
Vegetation control typically involves a combination of chemical (herbicide) application and mechanical methods. All of these maintenance practices have the potential to contribute pollutants to the storm drain system. The major objectives of this BMP are to minimize the discharge of pesticides, herbicides and fertilizers to the storm drain system and receiving waters; prevent the disposal of landscape waste into the storm drain system by collecting and properly disposing of clippings and cuttings, and educating employees and the public.
Approach
Pollution Prevention
Implement an integrated pest management (IPM) program.
IPM is a sustainable approach to managing pests by
combining biological, cultural, physical, and chemical tools. Choose low water using flowers, trees, shrubs, and
groundcover.
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Oxygen Demanding
Consider alternative landscaping techniques such as
naturescaping and xeriscaping.
Conduct appropriate maintenance (i.e. properly timed
fertilizing, weeding, pest control, and pruning) to help preserve the landscapes water efficiency.
SC-73 Landscape Maintenance
2 of 6 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
Consider grass cycling (grass cycling is the natural recycling of grass by leaving the clippings on the lawn when mowing. Grass clippings decompose quickly and release valuable nutrients back into the lawn).
Suggested Protocols
Mowing, Trimming, and Weeding
Whenever possible use mechanical methods of vegetation removal (e.g mowing with tractortype or push mowers, hand cutting with gas or electric powered weed trimmers) rather than applying herbicides. Use hand weeding where practical.
Avoid loosening the soil when conducting mechanical or manual weed control, this could lead to erosion. Use mulch or other erosion control measures when soils are exposed. Performing mowing at optimal times. Mowing should not be performed if significant rain events are predicted.
Mulching mowers may be recommended for certain flat areas. Other techniques may be employed to minimize mowing such as selective vegetative planting using low maintenance grasses and shrubs.
Collect lawn and garden clippings, pruning waste, tree trimmings, and weeds. Chip if necessary, and compost or dispose of at a landfill (see waste management section of this fact sheet).
Place temporarily stockpiled material away from watercourses, and berm or cover stockpiles to prevent material releases to storm drains.
Planting
Determine existing native vegetation features (location, species, size, function, importance) and consider the feasibility of protecting them. Consider elements such as their effect on drainage and erosion, hardiness, maintenance requirements, and possible conflicts between preserving vegetation and the resulting maintenance needs. Retain and/or plant selected native vegetation whose features are determined to be beneficial, where feasible. Native vegetation usually requires less maintenance (e.g., irrigation, fertilizer) than planting new vegetation.
Consider using low water use groundcovers when planting or replanting.
Waste Management
Compost leaves, sticks, or other collected vegetation or dispose of at a permitted landfill. Do not dispose of collected vegetation into waterways or storm drainage systems. Place temporarily stockpiled material away from watercourses and storm drain inlets, and berm or cover stockpiles to prevent material releases to the storm drain system. Reduce the use of high nitrogen fertilizers that produce excess growth requiring more frequent mowing or trimming.
Landscape Maintenance SC-73
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
3 of 6
Avoid landscape wastes in and around storm drain inlets by either using bagging equipment or by manually picking up the material.
Irrigation
Where practical, use automatic timers to minimize runoff. Use popup sprinkler heads in areas with a lot of activity or where there is a chance the pipes may be broken. Consider the use of mechanisms that reduce water flow to sprinkler heads if broken.
Ensure that there is no runoff from the landscaped area(s) if re-claimed water is used for irrigation.
If bailing of muddy water is required (e.g. when repairing a water line leak), do not put it in the storm drain; pour over landscaped areas.
Irrigate slowly or pulse irrigate to prevent runoff and then only irrigate as much as is needed.
Apply water at rates that do not exceed the infiltration rate of the soil.
Fertilizer and Pesticide Management
Utilize a comprehensive management system that incorporates integrated pest management (IPM) techniques. There are many methods and types of IPM, including the following:
- Mulching can be used to prevent weeds where turf is absent, fencing installed to keep rodents out, and netting used to keep birds and insects away from leaves and fruit. - Visible insects can be removed by hand (with gloves or tweezers) and placed in soapy water or vegetable oil. Alternatively, insects can be sprayed off the plant with water or in some cases vacuumed off of larger plants.
- Store-bought traps, such as species-specific, pheromone-based traps or colored sticky cards, can be used.
- Slugs can be trapped in small cups filled with beer that are set in the ground so the slugs can get in easily.
- In cases where microscopic parasites, such as bacteria and fungi, are causing damage to plants, the affected plant material can be removed and disposed of (pruning equipment should be disinfected with bleach to prevent spreading the disease organism). - Small mammals and birds can be excluded using fences, netting, tree trunk guards. - Beneficial organisms, such as bats, birds, green lacewings, ladybugs, praying mantis, ground beetles, parasitic nematodes, trichogramma wasps, seed head weevils, and spiders that prey on detrimental pest species can be promoted. Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of fertilizers and pesticides and training of applicators and pest control advisors.
SC-73 Landscape Maintenance
4 of 6 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
Use pesticides only if there is an actual pest problem (not on a regular preventative schedule).
Do not use pesticides if rain is expected. Apply pesticides only when wind speeds are low (less than 5 mph).
Do not mix or prepare pesticides for application near storm drains. Prepare the minimum amount of pesticide needed for the job and use the lowest rate that will effectively control the pest.
Employ techniques to minimize off-target application (e.g. spray drift) of pesticides, including consideration of alternative application techniques. Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface. Calibrate fertilizer and pesticide application equipment to avoid excessive application. Periodically test soils for determining proper fertilizer use. Sweep pavement and sidewalk if fertilizer is spilled on these surfaces before applying irrigation water.
Purchase only the amount of pesticide that you can reasonably use in a given time period (month or year depending on the product).
Triple rinse containers, and use rinse water as product. Dispose of unused pesticide as hazardous waste.
Dispose of empty pesticide containers according to the instructions on the container label.
Inspection
Inspect irrigation system periodically to ensure that the right amount of water is being applied and that excessive runoff is not occurring. Minimize excess watering, and repair leaks in the irrigation system as soon as they are observed. Inspect pesticide/fertilizer equipment and transportation vehicles daily.
Training
Educate and train employees on use of pesticides and in pesticide application techniques to prevent pollution. Pesticide application must be under the supervision of a California qualified pesticide applicator.
Train/encourage municipal maintenance crews to use IPM techniques for managing public green areas.
Annually train employees within departments responsible for pesticide application on the appropriate portions of the agency’s IPM Policy, SOPs, and BMPs, and the latest IPM techniques.
Landscape Maintenance SC-73
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
5 of 6
Employees who are not authorized and trained to apply pesticides should be periodically (at least annually) informed that they cannot use over-the-counter pesticides in or around the workplace.
Use a training log or similar method to document training.
Spill Response and Prevention
Refer to SC-11, Spill Prevention, Control & Cleanup
Have spill cleanup materials readily available and in a know in location Cleanup spills immediately and use dry methods if possible. Properly dispose of spill cleanup material.
Other Considerations
The Federal Pesticide, Fungicide, and Rodenticide Act and California Title 3, Division 6, Pesticides and Pest Control Operations place strict controls over pesticide application and handling and specify training, annual refresher, and testing requirements. The regulations generally cover: a list of approved pesticides and selected uses, updated regularly; general application information; equipment use and maintenance procedures; and record keeping.
The California Department of Pesticide Regulations and the County Agricultural Commission coordinate and maintain the licensing and certification programs. All public agency employees who apply pesticides and herbicides in “agricultural use” areas such as parks, golf courses, rights-of-way and recreation areas should be properly certified in accordance with state regulations. Contracts for landscape maintenance should include similar requirements.
All employees who handle pesticides should be familiar with the most recent material safety data sheet (MSDS) files.
Municipalities do not have the authority to regulate the use of pesticides by school districts, however the California Healthy Schools Act of 2000 (AB 2260) has imposed requirements on California school districts regarding pesticide use in schools. Posting of notification prior to the application of pesticides is now required, and IPM is stated as the preferred approach to pest management in schools.
Requirements
Costs
Additional training of municipal employees will be required to address IPM techniques and BMPs. IPM methods will likely increase labor cost for pest control which may be offset by lower chemical costs.
Maintenance
Not applicable
SC-73 Landscape Maintenance
6 of 6 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
Supplemental Information
Further Detail of the BMP
Waste Management
Composting is one of the better disposal alternatives if locally available. Most municipalities either have or are planning yard waste composting facilities as a means of reducing the amount of waste going to the landfill. Lawn clippings from municipal maintenance programs as well as private sources would probably be compatible with most composting facilities Contractors and Other Pesticide Users
Municipal agencies should develop and implement a process to ensure that any contractor employed to conduct pest control and pesticide application on municipal property engages in pest control methods consistent with the IPM Policy adopted by the agency. Specifically, municipalities should require contractors to follow the agency’s IPM policy, SOPs, and BMPs; provide evidence to the agency of having received training on current IPM techniques when feasible; provide documentation of pesticide use on agency property to the agency in a timely manner.
References and Resources
King County Stormwater Pollution Control Manual. Best Management Practices for Businesses. 1995. King County Surface Water Management. July. On-line:
http://dnr.metrokc.gov/wlr/dss/spcm.htm
Los Angeles County Stormwater Quality Model Programs. Public Agency Activities http://ladpw.org/wmd/npdes/model_links.cfm
Model Urban Runoff Program: A How-To Guide for Developing Urban Runoff Programs for Small Municipalities. Prepared by City of Monterey, City of Santa Cruz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, Woodward-Clyde, Central Coast Regional Water Quality Control Board. July. 1998.
Orange County Stormwater Program
http://www.ocwatersheds.com/StormWater/swp_introduction.asp Santa Clara Valley Urban Runoff Pollution Prevention Program. 1997 Urban Runoff Management Plan. September 1997, updated October 2000.
United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Landscaping and Lawn Care. Office of Water. Office of Wastewater Management. On-line: http://www.epa.gov/npdes/menuofbmps/poll_8.htm Drainage System Maintenance SC-74
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
1 of 9
Objectives
Contain
Educate
Reduce/Minimize
Description
Photo Credit: Geoff Brosseau
As a consequence of its function, the stormwater conveyance system collects and transports urban runoff that may contain certain pollutants. Maintaining catch basins, stormwater inlets, and other stormwater conveyance structures on a regular basis will remove pollutants, prevent clogging of the downstream conveyance system, restore catch basins’ sediment trapping capacity, and ensure the system functions properly hydraulically to avoid flooding.
Approach
Suggested Protocols
Catch Basins/Inlet Structures
Municipal staff should regularly inspect facilities to ensure the following:
- Immediate repair of any deterioration threatening
structural integrity.
- Cleaning before the sump is 40% full. Catch basins
should be cleaned as frequently as needed to meet this
standard.
- Stenciling of catch basins and inlets (see SC-75 Waste Handling and Disposal).
Clean catch basins, storm drain inlets, and other conveyance structures in high pollutant load areas just before the wet season to remove sediments and debris accumulated during the summer.
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Oxygen Demanding
SC-74 Drainage System Maintenance
2 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
Conduct inspections more frequently during the wet season for problem areas where sediment or trash accumulates more often. Clean and repair as needed. Keep accurate logs of the number of catch basins cleaned. Record the amount of waste collected.
Store wastes collected from cleaning activities of the drainage system in appropriate containers or temporary storage sites in a manner that prevents discharge to the storm drain.
Dewater the wastes with outflow into the sanitary sewer if permitted. Water should be treated with an appropriate filtering device prior to discharge to the sanitary sewer. If discharge to the sanitary sewer is not allowed, water should be pumped or vacuumed to a tank and properly disposed of. Do not dewater near a storm drain or stream. Except for small communities with relatively few catch basins that may be cleaned manually, most municipalities will require mechanical cleaners such as eductors, vacuums, or bucket loaders.
Storm Drain Conveyance System
Locate reaches of storm drain with deposit problems and develop a flushing schedule that keeps the pipe clear of excessive buildup.
Collect flushed effluent and pump to the sanitary sewer for treatment.
Pump Stations
Clean all storm drain pump stations prior to the wet season to remove silt and trash. Do not allow discharge from cleaning a storm drain pump station or other facility to reach the storm drain system.
Conduct quarterly routine maintenance at each pump station. Inspect, clean, and repair as necessary all outlet structures prior to the wet season. Sample collected sediments to determine if landfill disposal is possible, or illegal discharges in the watershed are occurring.
Open Channel
Consider modification of storm channel characteristics to improve channel hydraulics, to increase pollutant removals, and to enhance channel/creek aesthetic and habitat value. Conduct channel modification/improvement in accordance with existing laws. Any person, government agency, or public utility proposing an activity that will change the natural (emphasis added) state of any river, stream, or lake in California, must enter into a steam or Lake Alteration Agreement with the Department of Fish and Game. The developer-applicant should also contact local governments (city, county, special districts), other state agencies Drainage System Maintenance SC-74
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
3 of 9
(SWRCB, RWQCB, Department of Forestry, Department of Water Resources), and Federal Corps of Engineers and USFWS
Illicit Connections and Discharges
During routine maintenance of conveyance system and drainage structures field staff should look for evidence of illegal discharges or illicit connections:
- Is there evidence of spills such as paints, discoloring, etc. - Are there any odors associated with the drainage system - Record locations of apparent illegal discharges/illicit connections - Track flows back to potential dischargers and conduct aboveground inspections. This can be done through visual inspection of up gradient manholes or alternate techniques including zinc chloride smoke testing, fluorometric dye testing, physical inspection testing, or television camera inspection.
- Once the origin of flow is established, require illicit discharger to eliminate the discharge. Stencil storm drains, where applicable, to prevent illegal disposal of pollutants. Storm drain inlets should have messages such as “Dump No Waste Drains to Stream” stenciled next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system.
Refer to fact sheet SC-10 Non-Stormwater Discharges.
Illegal Dumping
Regularly inspect and clean up hot spots and other storm drainage areas where illegal dumping and disposal occurs.
Establish a system for tracking incidents. The system should be designed to identify the following:
- Illegal dumping hot spots
- Types and quantities (in some cases) of wastes
- Patterns in time of occurrence (time of day/night, month, or year) - Mode of dumping (abandoned containers, “midnight dumping” from moving vehicles, direct dumping of materials, accidents/spills)
- Responsible parties
Post “No Dumping” signs in problem areas with a phone number for reporting dumping and disposal. Signs should also indicate fines and penalties for illegal dumping. Refer to fact sheet SC-10 Non-Stormwater Discharges.
SC-74 Drainage System Maintenance
4 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
The State Department of Fish and Game has a hotline for reporting violations called Cal TIP (1-800-952-5400). The phone number may be used to report any violation of a Fish and Game code (illegal dumping, poaching, etc.).
The California Department of Toxic Substances Control’s Waste Alert Hotline, 1-800- 69TOXIC, can be used to report hazardous waste violations.
Training
Train crews in proper maintenance activities, including record keeping and disposal. Only properly trained individuals are allowed to handle hazardous materials/wastes. Train municipal employees from all departments (public works, utilities, street cleaning, parks and recreation, industrial waste inspection, hazardous waste inspection, sewer maintenance) to recognize and report illegal dumping.
Train municipal employees and educate businesses, contractors, and the general public in proper and consistent methods for disposal.
Train municipal staff regarding non-stormwater discharges (See SC-10 Non-Stormwater Discharges).
Spill Response and Prevention
Refer to SC-11, Prevention, Control & Cleanup
Have spill cleanup materials readily available and in a known location. Cleanup spills immediately and use dry methods if possible. Properly dispose of spill cleanup material.
Other Considerations
Cleanup activities may create a slight disturbance for local aquatic species. Access to items and material on private property may be limited. Trade-offs may exist between channel hydraulics and water quality/riparian habitat. If storm channels or basins are recognized as wetlands, many activities, including maintenance, may be subject to regulation and permitting.
Storm drain flushing is most effective in small diameter pipes (36-inch diameter pipe or less, depending on water supply and sediment collection capacity). Other considerations associated with storm drain flushing may include the availability of a water source, finding a downstream area to collect sediments, liquid/sediment disposal, and disposal of flushed effluent to sanitary sewer may be prohibited in some areas. Regulations may include adoption of substantial penalties for illegal dumping and disposal. Municipal codes should include sections prohibiting the discharge of soil, debris, refuse, hazardous wastes, and other pollutants into the storm drain system. Private property access rights may be needed to track illegal discharges up gradient.
Drainage System Maintenance SC-74
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
5 of 9
Requirements of municipal ordinance authority for suspected source verification testing for illicit connections necessary for guaranteed rights of entry.
Requirements
Costs
An aggressive catch basin cleaning program could require a significant capital and O&M budget. A careful study of cleaning effectiveness should be undertaken before increased cleaning is implemented. Catch basin cleaning costs are less expensive if vacuum street sweepers are available; cleaning catch basins manually can cost approximately twice as much as cleaning the basins with a vacuum attached to a sweeper. Methods used for illicit connection detection (smoke testing, dye testing, visual inspection, and flow monitoring) can be costly and time-consuming. Site-specific factors, such as the level of impervious area, the density and ages of buildings, and type of land use will determine the level of investigation necessary. Encouraging reporting of illicit discharges by employees can offset costs by saving expense on inspectors and directing resources more efficiently. Some programs have used funds available from “environmental fees” or special assessment districts to fund their illicit connection elimination programs.
Maintenance
Two-person teams may be required to clean catch basins with vactor trucks. Identifying illicit discharges requires teams of at least two people (volunteers can be used), plus administrative personnel, depending on the complexity of the storm sewer system. Arrangements must be made for proper disposal of collected wastes. Requires technical staff to detect and investigate illegal dumping violations, and to coordinate public education.
Supplemental Information
Further Detail of the BMP
Storm Drain flushing
Sanitary sewer flushing is a common maintenance activity used to improve pipe hydraulics and to remove pollutants in sanitary sewer systems. The same principles that make sanitary sewer flushing effective can be used to flush storm drains. Flushing may be designed to hydraulically convey accumulated material to strategic locations, such as to an open channel, to another point where flushing will be initiated, or over to the sanitary sewer and on to the treatment facilities, thus preventing re-suspension and overflow of a portion of the solids during storm events.
Flushing prevents “plug flow” discharges of concentrated pollutant loadings and sediments. The deposits can hinder the designed conveyance capacity of the storm drain system and potentially cause backwater conditions in severe cases of clogging.
Storm drain flushing usually takes place along segments of pipe with grades that are too flat to maintain adequate velocity to keep particles in suspension. An upstream manhole is selected to place an inflatable device that temporarily plugs the pipe. Further upstream, water is pumped into the line to create a flushing wave. When the upstream reach of pipe is sufficiently full to SC-74 Drainage System Maintenance
6 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
cause a flushing wave, the inflated device is rapidly deflated with the assistance of a vacuum pump, releasing the backed up water and resulting in the cleaning of the storm drain segment.
To further reduce the impacts of stormwater pollution, a second inflatable device, placed well downstream, may be used to re-collect the water after the force of the flushing wave has dissipated. A pump may then be used to transfer the water and accumulated material to the sanitary sewer for treatment. In some cases, an interceptor structure may be more practical or required to re-collect the flushed waters.
It has been found that cleansing efficiency of periodic flush waves is dependent upon flush volume, flush discharge rate, sewer slope, sewer length, sewer flow rate, sewer diameter, and population density. As a rule of thumb, the length of line to be flushed should not exceed 700 feet. At this maximum recommended length, the percent removal efficiency ranges between 65- 75 percent for organics and 55-65 percent for dry weather grit/inorganic material. The percent removal efficiency drops rapidly beyond that. Water is commonly supplied by a water truck, but fire hydrants can also supply water. To make the best use of water, it is recommended that reclaimed water be used or that fire hydrant line flushing coincide with storm drain flushing.
Flow Management
Flow management has been one of the principal motivations for designing urban stream corridors in the past. Such needs may or may not be compatible with the stormwater quality goals in the stream corridor.
Downstream flood peaks can be suppressed by reducing through flow velocity. This can be accomplished by reducing gradient with grade control structures or increasing roughness with boulders, dense vegetation, or complex banks forms. Reducing velocity correspondingly increases flood height, so all such measures have a natural association with floodplain open space. Flood elevations laterally adjacent to the stream can be lowered by increasing through flow velocity.
However, increasing velocity increases flooding downstream and inherently conflicts with channel stability and human safety. Where topography permits, another way to lower flood elevation is to lower the level of the floodway with drop structures into a large but subtly excavated bowl where flood flows we allowed to spread out.
Stream Corridor Planning
Urban streams receive and convey stormwater flows from developed or developing watersheds.
Planning of stream corridors thus interacts with urban stormwater management programs. If local programs are intended to control or protect downstream environments by managing flows delivered to the channels, then it is logical that such programs should be supplemented by management of the materials, forms, and uses of the downstream riparian corridor. Any proposal for steam alteration or management should be investigated for its potential flow and stability effects on upstream, downstream, and laterally adjacent areas. The timing and rate of flow from various tributaries can combine in complex ways to alter flood hazards. Each section of channel is unique, influenced by its own distribution of roughness elements, management activities, and stream responses.
Drainage System Maintenance SC-74
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
7 of 9
Flexibility to adapt to stream features and behaviors as they evolve must be included in stream reclamation planning. The amenity and ecology of streams may be enhanced through the landscape design options of 1) corridor reservation, 2) bank treatment, 3) geomorphic restoration, and 4) grade control.
Corridor reservation - Reserving stream corridors and valleys to accommodate natural stream meandering, aggradation, degradation, and over bank flows allows streams to find their own form and generate less ongoing erosion. In California, open stream corridors in recent urban developments have produced recreational open space, irrigation of streamside plantings, and the aesthetic amenity of flowing water.
Bank treatment - The use of armoring, vegetative cover, and flow deflection may be used to influence a channel’s form, stability, and biotic habitat. To prevent bank erosion, armoring can be done with rigid construction materials, such as concrete, masonry, wood planks and logs, riprap, and gabions. Concrete linings have been criticized because of their lack of provision of biotic habitat. In contrast, riprap and gabions make relatively porous and flexible linings.
Boulders, placed in the bed reduce velocity and erosive power.
Riparian vegetation can stabilize the banks of streams that are at or near a condition of equilibrium. Binding networks of roots increase bank shear strength. During flood flows, resilient vegetation is forced into erosion-inhibiting mats. The roughness of vegetation leads to lower velocity, further reducing erosive effects. Structural flow deflection can protect banks from erosion or alter fish habitat. By concentrating flow, a deflector causes a pool to be scoured in the bed.
Geomorphic restoration – Restoration refers to alteration of disturbed streams so their form and behavior emulate those of undisturbed streams. Natural meanders are retained, with grading to gentle slopes on the inside of curves to allow point bars and riffle-pool sequences to develop. Trees are retained to provide scenic quality, biotic productivity, and roots for bank stabilization, supplemented by plantings where necessary.
A restorative approach can be successful where the stream is already approaching equilibrium.
However, if upstream urbanization continues new flow regimes will be generated that could disrupt the equilibrium of the treated system.
Grade Control - A grade control structure is a level shelf of a permanent material, such as stone, masonry, or concrete, over which stream water flows. A grade control structure is called a sill, weir, or drop structure, depending on the relation of its invert elevation to upstream and downstream channels.
A sill is installed at the preexisting channel bed elevation to prevent upstream migration of nick points. It establishes a firm base level below which the upstream channel can not erode.
A weir or check dam is installed with invert above the preexisting bed elevation. A weir raises the local base level of the stream and causes aggradation upstream. The gradient, velocity, and erosive potential of the stream channel are reduced. A drop structure lowers the downstream invert below its preexisting elevation, reducing downstream gradient and velocity. Weirs and drop structure control erosion by dissipating energy and reducing slope velocity.
SC-74 Drainage System Maintenance
8 of 9 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
January 2003
When carefully applied, grade control structures can be highly versatile in establishing human and environmental benefits in stabilized channels. To be successful, application of grade control structures should be guided by analysis of the stream system both upstream and downstream from the area to he reclaimed.
Examples
The California Department of Water Resources began the Urban Stream Restoration Program in 1985. The program provides grant funds to municipalities and community groups to implement stream restoration projects. The projects reduce damages from streambank aid watershed instability arid floods while restoring streams’ aesthetic, recreational, and fish and wildlife values.
In Buena Vista Park, upper floodway slopes are gentle and grassed to achieve continuity of usable park land across the channel of small boulders at the base of the slopes.
The San Diego River is a large, vegetative lined channel, which was planted in a variety of species to support riparian wildlife while stabilizing the steep banks of the floodway.
References and Resources
Ferguson, B.K. 1991. Urban Stream Reclamation, p. 324-322, Journal of Soil and Water Conservation.
Los Angeles County Stormwater Quality. Public Agency Activities Model Program. On-line:
http://ladpw.org/wmd/npdes/public_TC.cfm
Model Urban Runoff Program: A How-To Guide for Developing Urban Runoff Programs for Small Municipalities. Prepared by City of Monterey, City of Santa Cruz, California Coastal Commission, Monterey Bay National Marine Sanctuary, Association of Monterey Bay Area Governments, Woodward-Clyde, Central Coast Regional Water Quality Control Board. July. 1998.
Orange County Stormwater Program
http://www.ocwatersheds.com/StormWater/swp_introduction.asp Santa Clara Valley Urban Runoff Pollution Prevention Program. 1997 Urban Runoff Management Plan. September 1997, updated October 2000.
San Diego Stormwater Co-permittees Jurisdictional Urban Runoff Management Program (URMP) Municipal Activities Model Program Guidance. 2001. Project Clean Water.
November.
United States Environmental Protection Agency (USEPA). 1999. Stormwater Management Fact Sheet Non-stormwater Discharges to Storm Sewers. EPA 832-F-99-022. Office of Water, Washington, D.C. September.
United States Environmental Protection Agency (USEPA). 1999. Stormwater O&M Fact Sheet Catch Basin Cleaning. EPA 832-F-99-011. Office of Water, Washington, D.C. September.
Drainage System Maintenance SC-74
January 2003 California Stormwater BMP Handbook
Municipal
www.cabmphandbooks.com
9 of 9
United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Illegal Dumping Control. On line:
http://www.epa.gov/npdes/menuofbmps/poll_7.htm
United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Storm Drain System Cleaning. On line:
http://www.epa.gov/npdes/menuofbmps/poll_16.htm
Site Design & Landscape Planning SD-10
January 2003 California Stormwater BMP Handbook
New Development and Redevelopment
www.cabmphandbooks.com
1 of 4
Design Objectives
Maximize Infiltration
Provide Retention
Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutants
Collect and Convey
Description
Each project site possesses unique topographic, hydrologic, and vegetative features, some of which are more suitable for development than others. Integrating and incorporating appropriate landscape planning methodologies into the project design is the most effective action that can be done to minimize surface and groundwater contamination from stormwater.
Approach
Landscape planning should couple consideration of land suitability for urban uses with consideration of community goals and projected growth. Project plan designs should conserve natural areas to the extent possible, maximize natural water storage and infiltration opportunities, and protect slopes and channels.
Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment.
Design Considerations
Design requirements for site design and landscapes planning should conform to applicable standards and specifications of agencies with jurisdiction and be consistent with applicable General Plan and Local Area Plan policies.
SD-10 Site Design & Landscape Planning
2 of 4 California Stormwater BMP Handbook
New Development and Redevelopment
www.cabmphandbooks.com
January 2003
Designing New Installations
Begin the development of a plan for the landscape unit with attention to the following general principles:
Formulate the plan on the basis of clearly articulated community goals. Carefully identify conflicts and choices between retaining and protecting desired resources and community growth.
Map and assess land suitability for urban uses. Include the following landscape features in the assessment: wooded land, open unwooded land, steep slopes, erosion-prone soils, foundation suitability, soil suitability for waste disposal, aquifers, aquifer recharge areas, wetlands, floodplains, surface waters, agricultural lands, and various categories of urban land use. When appropriate, the assessment can highlight outstanding local or regional resources that the community determines should be protected (e.g., a scenic area, recreational area, threatened species habitat, farmland, fish run). Mapping and assessment should recognize not only these resources but also additional areas needed for their sustenance.
Project plan designs should conserve natural areas to the extent possible, maximize natural water storage and infiltration opportunities, and protect slopes and channels.
Conserve Natural Areas during Landscape Planning
If applicable, the following items are required and must be implemented in the site layout during the subdivision design and approval process, consistent with applicable General Plan and Local Area Plan policies:
Cluster development on least-sensitive portions of a site while leaving the remaining land in a natural undisturbed condition.
Limit clearing and grading of native vegetation at a site to the minimum amount needed to build lots, allow access, and provide fire protection.
Maximize trees and other vegetation at each site by planting additional vegetation, clustering tree areas, and promoting the use of native and/or drought tolerant plants. Promote natural vegetation by using parking lot islands and other landscaped areas. Preserve riparian areas and wetlands.
Maximize Natural Water Storage and Infiltration Opportunities Within the Landscape Unit Promote the conservation of forest cover. Building on land that is already deforested affects basin hydrology to a lesser extent than converting forested land. Loss of forest cover reduces interception storage, detention in the organic forest floor layer, and water losses by evapotranspiration, resulting in large peak runoff increases and either their negative effects or the expense of countering them with structural solutions. Maintain natural storage reservoirs and drainage corridors, including depressions, areas of permeable soils, swales, and intermittent streams. Develop and implement policies and Site Design & Landscape Planning SD-10
January 2003 California Stormwater BMP Handbook
New Development and Redevelopment
www.cabmphandbooks.com
3 of 4
regulations to discourage the clearing, filling, and channelization of these features. Utilize them in drainage networks in preference to pipes, culverts, and engineered ditches. Evaluating infiltration opportunities by referring to the stormwater management manual for the jurisdiction and pay particular attention to the selection criteria for avoiding groundwater contamination, poor soils, and hydrogeological conditions that cause these facilities to fail. If necessary, locate developments with large amounts of impervious surfaces or a potential to produce relatively contaminated runoff away from groundwater recharge areas.
Protection of Slopes and Channels during Landscape Design Convey runoff safely from the tops of slopes.
Avoid disturbing steep or unstable slopes.
Avoid disturbing natural channels.
Stabilize disturbed slopes as quickly as possible.
Vegetate slopes with native or drought tolerant vegetation. Control and treat flows in landscaping and/or other controls prior to reaching existing natural drainage systems.
Stabilize temporary and permanent channel crossings as quickly as possible, and ensure that increases in run-off velocity and frequency caused by the project do not erode the channel. Install energy dissipaters, such as riprap, at the outlets of new storm drains, culverts, conduits, or channels that enter unlined channels in accordance with applicable specifications to minimize erosion. Energy dissipaters shall be installed in such a way as to minimize impacts to receiving waters.
Line on-site conveyance channels where appropriate, to reduce erosion caused by increased flow velocity due to increases in tributary impervious area. The first choice for linings should be grass or some other vegetative surface, since these materials not only reduce runoff velocities, but also provide water quality benefits from filtration and infiltration. If velocities in the channel are high enough to erode grass or other vegetative linings, riprap, concrete, soil cement, or geo-grid stabilization are other alternatives. Consider other design principles that are comparable and equally effective.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define “redevelopment” in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of “ redevelopment” must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under “designing new installations” above should be followed.
SD-10 Site Design & Landscape Planning
4 of 4 California Stormwater BMP Handbook
New Development and Redevelopment
www.cabmphandbooks.com
January 2003
Redevelopment may present significant opportunity to add features which had not previously been implemented. Examples include incorporation of depressions, areas of permeable soils, and swales in newly redeveloped areas. While some site constraints may exist due to the status of already existing infrastructure, opportunities should not be missed to maximize infiltration, slow runoff, reduce impervious areas, disconnect directly connected impervious areas.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.
Stormwater Management Manual for Western Washington, Washington State Department of Ecology, August 2001.
Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.
Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
Efficient Irrigation SD-12
Design Objectives
Maximize Infiltration
Provide Retention
Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutants
Collect and Convey
Description
Irrigation water provided to landscaped areas may result in excess irrigation water being conveyed into stormwater drainage systems.
Approach
Project plan designs for development and redevelopment should include application methods of irrigation water that minimize runoff of excess irrigation water into the stormwater conveyance system.
Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.)
Design Considerations
Designing New Installations
The following methods to reduce excessive irrigation runoff should be considered, and incorporated and implemented where determined applicable and feasible by the Permittee:
Employ rain-triggered shutoff devices to prevent irrigation after precipitation. Design irrigation systems to each landscape area’s specific water requirements. Include design featuring flow reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines.
Implement landscape plans consistent with County or City water conservation resolutions, which may include provision of water sensors, programmable irrigation times (for short cycles), etc.
January 2003 California Stormwater BMP Handbook 1 of 2
New Development and Redevelopment
www.cabmphandbooks.com
SD-12 Efficient Irrigation
Design timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water drainage system.
Group plants with similar water requirements in order to reduce excess irrigation runoff and promote surface filtration. Choose plants with low irrigation requirements (for example, native or drought tolerant species). Consider design features such as:
- Using mulches (such as wood chips or bar) in planter areas without ground cover to minimize sediment in runoff
- Installing appropriate plant materials for the location, in accordance with amount of sunlight and climate, and use native plant materials where possible and/or as recommended by the landscape architect
- Leaving a vegetative barrier along the property boundary and interior watercourses, to act as a pollutant filter, where appropriate and feasible - Choosing plants that minimize or eliminate the use of fertilizer or pesticides to sustain growth
Employ other comparable, equally effective methods to reduce irrigation water runoff.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define “redevelopment” in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of “ redevelopment” must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under “designing new installations” above should be followed.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.
Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.
Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
2 of 2 California Stormwater BMP Handbook January 2003
New Development and Redevelopment
www.cabmphandbooks.com
Storm Drain Signage SD-13
Design Objectives
Maximize Infiltration
Provide Retention
Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of
Improper Materials
Contain Pollutants
Collect and Convey
Description
Waste materials dumped into storm drain inlets can have severe impacts on receiving and ground waters. Posting notices regarding discharge prohibitions at storm drain inlets can prevent waste dumping. Storm drain signs and stencils are highly visible source controls that are typically placed directly adjacent to storm drain inlets.
Approach
The stencil or affixed sign contains a brief statement that prohibits dumping of improper materials into the urban runoff conveyance system. Storm drain messages have become a popular method of alerting the public about the effects of and the prohibitions against waste disposal.
Suitable Applications
Stencils and signs alert the public to the destination of pollutants discharged to the storm drain.
Signs are appropriate in residential, commercial, and industrial areas, as well as any other area where contributions or dumping to storm drains is likely.
Design Considerations
Storm drain message markers or placards are recommended at all storm drain inlets within the boundary of a development project. The marker should be placed in clear sight facing toward anyone approaching the inlet from either side. All storm drain inlet locations should be identified on the development site map.
Designing New Installations
The following methods should be considered for inclusion in the project design and show on project plans:
Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified, within the project area with prohibitive language. Examples include “NO DUMPING January 2003 California Stormwater BMP Handbook 1 of 2
New Development and Redevelopment
www.cabmphandbooks.com
SD-13 Storm Drain Signage
– DRAINS TO OCEAN” and/or other graphical icons to discourage illegal dumping. Post signs with prohibitive language and/or graphical icons, which prohibit illegal dumping at public access points along channels and creeks within the project area.
Note - Some local agencies have approved specific signage and/or storm drain message placards for use. Consult local agency stormwater staff to determine specific requirements for placard types and methods of application.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define “redevelopment” in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. If the project meets the definition of “redevelopment”, then the requirements stated under “ designing new installations” above should be included in all project design plans.
Additional Information
Maintenance Considerations
Legibility of markers and signs should be maintained. If required by the agency with jurisdiction over the project, the owner/operator or homeowner’s association should enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards or signs.
Placement
Signage on top of curbs tends to weather and fade.
Signage on face of curbs tends to be worn by contact with vehicle tires and sweeper brooms.
Supplemental Information
Examples
Most MS4 programs have storm drain signage programs. Some MS4 programs will provide stencils, or arrange for volunteers to stencil storm drains as part of their outreach program.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.
Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.
Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
2 of 2 California Stormwater BMP Handbook January 2003
New Development and Redevelopment
www.cabmphandbooks.com
Trash Storage Areas SD-32
Description
Trash storage areas are areas where a trash receptacle (s) are located for use as a repository for solid wastes. Stormwater runoff from areas where trash is stored or disposed of can be polluted. In addition, loose trash and debris can be easily transported by water or wind into nearby storm drain inlets, channels, and/or creeks. Waste handling operations that may be sources of stormwater pollution include dumpsters, litter control, and waste piles.
Approach
This fact sheet contains details on the specific measures required to prevent or reduce pollutants in stormwater runoff associated with trash storage and handling. Preventative measures
including enclosures, containment structures, and impervious pavements to mitigate spills, should be used to reduce the likelihood of contamination.
Suitable Applications
Design Objectives
Maximize Infiltration
Provide Retention
Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutants
Collect and Convey
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.)
Design Considerations
Design requirements for waste handling areas are governed by Building and Fire Codes, and by current local agency ordinances and zoning requirements. The design criteria described in this fact sheet are meant to enhance and be consistent with these code and ordinance requirements.
Hazardous waste should be handled in accordance with legal requirements established in Title 22, California Code of Regulation.
Wastes from commercial and industrial sites are typically hauled by either public or commercial carriers that may have design or access requirements for waste storage areas. The design criteria in this fact sheet are recommendations and are not intended to be in conflict with requirements established by the waste hauler. The waste hauler should be contacted prior to the design of your site trash collection areas. Conflicts or issues should be discussed with the local agency.
Designing New Installations
Trash storage areas should be designed to consider the following structural or treatment control BMPs:
Design trash container areas so that drainage from adjoining roofs and pavement is diverted around the area(s) to avoid run-on. This might include berming or grading the waste handling area to prevent run-on of stormwater.
Make sure trash container areas are screened or walled to prevent off-site transport of trash.
January 2003 California Stormwater BMP Handbook 1 of 2
New Development and Redevelopment
www.cabmphandbooks.com
SD-32 Trash Storage Areas
Use lined bins or dumpsters to reduce leaking of liquid waste. Provide roofs, awnings, or attached lids on all trash containers to minimize direct precipitation and prevent rainfall from entering containers. Pave trash storage areas with an impervious surface to mitigate spills. Do not locate storm drains in immediate vicinity of the trash storage area. Post signs on all dumpsters informing users that hazardous materials are not to be disposed of therein.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define “redevelopment” in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of “ redevelopment” must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under “designing new installations” above should be followed.
Additional Information
Maintenance Considerations
The integrity of structural elements that are subject to damage (i.e., screens, covers, and signs) must be maintained by the owner/operator. Maintenance agreements between the local agency and the owner/operator may be required. Some agencies will require maintenance deed restrictions to be recorded of the property title. If required by the local agency, maintenance agreements or deed restrictions must be executed by the owner/operator before improvement plans are approved.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.
Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.
Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
2 of 2 California Stormwater BMP Handbook January 2003
New Development and Redevelopment
www.cabmphandbooks.com
Attachment 7
O&M
!
"#
$%&
$
"
' (
)"
""
"
"
"
" *
"
!
"
(
"
'
"
+
#
'
"
""
,
""
+
-
"
"
"
./
/
$%&
"
"
"
" "
-
"
""
"
"
"
!
'
"
"
%
" "
$
"
"
"
+
"
"
"
0"
"
'
102-
"
0
'
" '
"
"
'
'
"
"
" %
"
" 3
"
4
"
'
"
"
" )"
"
!
"
"
" 5
"
"
6789:;<=>6?@>A:9:89B78>C8DE:;9B78>F8G>?FB89:8F8;:>HIBG:
$%&%-!J)KJ-J$KL!MKN+OP&M4 QNROP$
"K0
SS$ -"
&
0- TUVWUTTXTYZ[\]^_W\U[ J1)2!JL!J)2!0$-)-S1L021SM`K$1J0)aKM-0-b-aa-J)c-&&S!$-)!1J0 0LLK0)KM2KaK!J-aKMK0$a!`KM1JSc)12KS&aK-MKa0%-dK)2K!a1bJKe-S-)!1J0 -JMMK$!0!1J0'-JM-aKJK!)2KaL-a-J)KK0J1ab-aa-J)!K0140!)-`!S!)c41a-Jc -&&S!$-)!1J$1J)K$2%-dK0J1b-aa-J)cb2-)01KeKa'Kf&aK001a!%&S!KM'aKS-)KM )1)2K-&&S!$-)!1J0'%-)Ka!-S0'$1-)!JL0'1a&a1M$)0M!0$00KM2KaK!J-SS!%&S!KM b-aa-J)!K014%Ka$2-J)-`!S!)c-JM-SS!%&S!KMb-aa-J)!K0144!)JK0041a-Jc &-a)!$S-a&a&10K-aKM!0$S-!%KM`c$1J)K$20KK$1J)K$2g0$1JM!)!1J0140-SK h-e-!S-`SK-)bbb$1J)K$2K0$1%+$10i41a%1aK!J41a%-)!1J jklmnopoqprsqmtutpokt w w w .modularw etlands.com
Maintenance Guidelines for
Modular Wetland System - Linear
Maintenance Summary
o Remove Trash from Screening Device – average maintenance interval is 6 to 12 months. (5 minute average service time).
o Remove Sediment from Separation Chamber – average maintenance interval is 12 to 24 months. (10 minute average service time).
o Replace Cartridge Filter Media – average maintenance interval 12 to 24 months. (10-15 minute per cartridge average service time).
o Replace Drain Down Filter Media – average maintenance interval is 12 to 24 months. (5 minute average service time).
o Trim Vegetation – average maintenance interval is 6 to 12 months. (Service time varies).
System Diagram
Access to screening device, separation
chamber and cartridge filter
Access to drain
down filter
Pre-Treatment
Chamber
Biofiltration Chamber
Discharge
Chamber
Outflow
Pipe
Inflow Pipe
(optional)
w w w .modularw etlands.com
Maintenance Procedures
Screening Device
1. Remove grate or manhole cover to gain access to the screening device in the PreTreatment Chamber. Vault type units do not have screening device. Maintenance can be performed without entry.
2. Remove all pollutants collected by the screening device. Removal can be done manually or with the use of a vacuum truck. The hose of the vacuum truck will not damage the screening device.
3. Screening device can easily be removed from the Pre-Treatment Chamber to gain access to separation chamber and media filters below. Replace grate or manhole cover when completed.
Separation Chamber
1. Perform maintenance procedures of screening device listed above before maintaining the separation chamber.
2. With a pressure washer spray down pollutants accumulated on walls and cartridge filters.
3. Vacuum out Separation Chamber and remove all accumulated pollutants. Replace screening device, grate or manhole cover when completed.
Cartridge Filters
1. Perform maintenance procedures on screening device and separation chamber before maintaining cartridge filters.
2. Enter separation chamber.
3. Unscrew the two bolts holding the lid on each cartridge filter and remove lid.
4. Remove each of 4 to 8 media cages holding the media in place.
5. Spray down the cartridge filter to remove any accumulated pollutants.
6. Vacuum out old media and accumulated pollutants.
7. Reinstall media cages and fill with new media from manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase.
8. Replace the lid and tighten down bolts. Replace screening device, grate or manhole cover when completed.
Drain Down Filter
1. Remove hatch or manhole cover over discharge chamber and enter chamber.
2. Unlock and lift drain down filter housing and remove old media block. Replace with new media block. Lower drain down filter housing and lock into place.
3. Exit chamber and replace hatch or manhole cover.
w w w .modularw etlands.com
Maintenance Notes
1. Following maintenance and/or inspection, it is recommended the maintenance operator prepare a maintenance/inspection record. The record should include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanisms.
2. The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of maintenance. These records should be made available to the governing municipality for inspection upon request at any time.
3. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements.
4. Entry into chambers may require confined space training based on state and local regulations.
5. No fertilizer shall be used in the Biofiltration Chamber.
6. Irrigation should be provided as recommended by manufacturer and/or landscape architect. Amount of irrigation required is dependent on plant species. Some plants may require irrigation.
w w w .modularw etlands.com
Maintenance Procedure Illustration
Screening Device
The screening device is located directly
under the manhole or grate over the
Pre-Treatment Chamber. It’s mounted
directly underneath for easy access
and cleaning. Device can be cleaned by
hand or with a vacuum truck.
Separation Chamber
The separation chamber is located
directly beneath the screening device.
It can be quickly cleaned using a
vacuum truck or by hand. A pressure
washer is useful to assist in the
cleaning process.
w w w .modularw etlands.com
Cartridge Filters
The cartridge filters are located in the
Pre-Treatment chamber connected to
the wall adjacent to the biofiltration
chamber. The cartridges have
removable tops to access the
individual media filters. Once the
cartridge is open media can be
easily removed and replaced by hand
or a vacuum truck.
Drain Down Filter
The drain down filter is located in the
Discharge Chamber. The drain filter
unlocks from the wall mount and hinges
up. Remove filter block and replace with
new block.
w w w .modularw etlands.com
Trim Vegetation
Vegetation should be maintained in the
same manner as surrounding vegetation
and trimmed as needed. No fertilizer shall
be used on the plants. Irrigation
per the recommendation of the
manufacturer and or landscape
architect. Different types of vegetation
requires different amounts of
irrigation.
w w w .modularw etlands.com
Inspection Form
Modular Wetland System, Inc.
P. 760.433-7640
F. 760-433-3176
E. Info@modularw etlands.com
For Office Use Only
(city) (Zip Code) (Reviewed By)
Owner / Management Company
(Date)
Contact Phone ( ) _
Inspector Name Date / / Time AM / PM
Weather Condition Additional Notes
Yes
Depth:
Yes No
Modular Wetland System Type (Curb, Grate or UG Vault): Size (22', 14' or etc.):
Other Inspection Items:
Type of Inspection Routine Follow Up Complaint Storm Storm Event in Last 72-hours? No Yes Office personnel to complete section to
the left.
2972 San Luis Rey Road, Oceanside, CA 92058 P (760) 433-7640 F (760) 433-3176 Inspection Report
Modular Wetlands System
Is the filter insert (if applicable) at capacity and/or is there an accumulation of debris/trash on the shelf system? Does the cartridge filter media need replacement in pre-treatment chamber and/or discharge chamber? Any signs of improper functioning in the discharge chamber? Note issues in comments section.
Chamber:
Is the inlet/outlet pipe or drain down pipe damaged or otherwise not functioning properly? Structural Integrity:
Working Condition:
Is there evidence of illicit discharge or excessive oil, grease, or other automobile fluids entering and clogging the unit?
Is there standing water in inappropriate areas after a dry period? Damage to pre-treatment access cover (manhole cover/grate) or cannot be opened using normal lifting pressure?
Damage to discharge chamber access cover (manhole cover/grate) or cannot be opened using normal lifting pressure?
Does the MWS unit show signs of structural deterioration (cracks in the wall, damage to frame)? Project Name
Project Address
Inspection Checklist
No Comments
Does the depth of sediment/trash/debris suggest a blockage of the inflow pipe, bypass or cartridge filter? If yes, specify which one in the comments section. Note depth of accumulation in in pre-treatment chamber.
Is there a septic or foul odor coming from inside the system? Is there an accumulation of sediment/trash/debris in the wetland media (if applicable)? Is it evident that the plants are alive and healthy (if applicable)? Please note Plant Information below.
Sediment / Silt / Clay
Trash / Bags / Bottles
Green Waste / Leaves / Foliage
Waste: Plant Information
No Cleaning Needed
Recommended Maintenance
Additional Notes:
Damage to Plants
Plant Replacement
Plant Trimming
Schedule Maintenance as Planned
Needs Immediate Maintenance
w w w .modularw etlands.com
Maintenance Report
Modular Wetland System, Inc.
P. 760.433-7640
F. 760-433-3176
E. Info@modularw etlands.com
For Office Use Only
(city) (Zip Code) (Reviewed By)
Owner / Management Company
(Date)
Contact Phone ( ) _
Inspector Name Date / / Time AM / PM
Weather Condition Additional Notes
Site
Map #
Comments:
2972 San Luis Rey Road, Oceanside, CA 92058 P. 760.433.7640 F. 760.433.3176 Inlet and Outlet
Pipe Condition
Drain Down Pipe
Condition
Discharge Chamber
Condition
Drain Down Media
Condition
Plant Condition
Media Filter
Condition
Long:
MWS
Sedimentation
Basin
Total Debris
Accumulation
Condition of Media
25/50/75/100
(will be changed
@ 75%)
Operational Per
Manufactures'
Specifications
(If not, why?)
Lat: MWS
Catch Basins
GPS Coordinates
of Insert
Manufacturer /
Description / Sizing
Trash
Accumulation
Foliage
Accumulation
Sediment
Accumulation
Type of Inspection Routine Follow Up Complaint Storm Storm Event in Last 72-hours? No Yes Office personnel to complete section to
the left.
Project Address
Project Name
Cleaning and Maintenance Report
Modular Wetlands System
Bio Clean CPS
A Stormwater Trash Capture Solution
A Forterra Company
OPERATION & MAINTENANCE
MANUAL
5796 Armada Drive Suite 250 | Carlsbad, CA 92008 | 855.566.3938 [email protected] | biocleanenvironmental.com
1 | Page
OPERATION & MAINTENANCE
CPS devices should be maintained by individuals who are trained in proper disposal procedures, confined space entry and traffic safety regulations. When servicing a Bio Clean CPS device be sure to follow all safety and traffic control protocols as well as wearing all proper personal protection equipment such as gloves, safety glasses, hard-hat, safety vest and work boots.
Visual Inspection
1. Begin by inspecting the inflow of the catch basin where the Bio Clean CPS device is located.
Check for any obstructions to inflow of the CB unit. If any large obstructions are found, have them removed. Once the inflow inspection is completed, remove the man-hole cover for further inspection. (Note: Confined Space Entry Procedures may apply if trained personnel intend to enter the interior space of any Catch Basin. Please follow all applicable confined space entry procedures)
2. Remove the manhole cover and visually estimate the amount and types of debris found in the CB unit. Look for any visual signs of damage that may compromise the CB unit to function properly.
Inspect for any standing water in the CB unit as well as for large amounts of sediment and debris surrounding the CPS device. If standing water and high sediment volume is found, remove water, sediment and debris by vacuum truck or by other debris removal methods. 2 | Page
Cleaning Procedures and Frequencies
1. Like all other storm water BMP’s, Bio Clean CPS devices require periodic maintenance.
Routine inspection and maintenance intervals for all CPS devices are typically twice per year for inspections and once per year for maintenance service. Bio Clean CPS devices may require more frequent maintenance service if the device is located in a high debris loading drainage area, such as certain downtown areas, retail/restaurant, or residential areas where a significant amount of vegetation/foliage is located. In such cases, Bio Clean CPS devices may require more frequent inspection and maintenance service, which could range from twice per year to monthly inspection and maintenance service, depending on pollutant load conditions.
2. To begin Bio Clean CPS cleaning procedures, conduct a visual inspection of the CPS device and the surrounding area to ensure a safe working environment. Setup appropriate barriers and signage as necessary to establish a work zone surrounding the catch basin. Once the work zone has been established, remove the manhole cover from the catch basin.
3. Once the manhole cover is removed from the basin the Bio Clean CPS is ready for servicing. All debris can be removed by either a vacuum truck or manually removing sediment and debris by hand.
4. Bio Clean CPS devices shall be cleaned using a pressure washer as may be necessary if any materials are found to cause occlusion or clogging of the screen.
Disposal
1. All trash and debris removed from the Bio Clean CPS unit shall be disposed of in accordance with local, state and federal regulation.
2. Solid waste disposal can be coordinated with local landfills. Liquids may need to be disposed of by wastewater treatment plant, municipal vacuum truck decant facility or approved facility.
For Maintenance Services or
Information Please Contact Us At:
760-433-7640
Or Email:
[email protected]
May 2024
B I O L O G I C A L R E S O U R C E S A S S E S S M E N T
GYPSUM CANYON CEMETERY
ANAHEIM, ORANGE COUNTY, CALIFORNIA
May 2024
B I O L O G I C A L R E S O U R C E S A S S E S S M E N T
GYPSUM CANYON CEMETERY
ANAHEIM, ORANGE COUNTY, CALIFORNIA
Submitted to:
Tim Deutsch
General Manager
Orange County Cemetery District
Anaheim
25751 Trabuco Road
Lake Forest, California 92630
Prepared by:
LSA
3210 El Camino Real, Suite 100
Irvine, California 92602
(949) 553-0666
Project No. OCC1901
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) i
EXECUTIVE SUMMARY
LSA has prepared this Biological Resources Assessment for the proposed the proposed Gypsum Canyon Cemetery (project), located on the south side of State Route (SR-) 91 just southeast of Gypsum Canyon Road in Anaheim, California. The Orange County Cemetery District (OCCD) is proposing to construct a public cemetery on an approximately 283-acre parcel. A State veterans cemetery is also being considered within a portion of the 283-acre project site in a collaborative effort among the California Department of Veterans Affairs (CalVet), the County of Orange (County), and the OCCD.
The proposed project involves site grading and landscaping, along with the construction of new utility infrastructure, a bridge crossing over Gypsum Creek, road improvements, administration buildings, a committal chapel, multiple maintenance buildings, entry monument, open space slopes, and cemetery grounds. The project site is currently undeveloped dominated by annual nonnative grasses.
The project site was previously occupied by Robertson’s Ready Mix, which operated a surface mining operation to extract sand and gravel (aggregate) material from the project site. The southeastern portion of the site was previously occupied by All American Asphalt, where it operated an asphalt batch plant. Early surface mining operations commenced in the northwest corner of the project site sometime between 1952 and 1959. By 1980, these mining operations had expanded to cover most of the project, and operations finally reached their maximum footprint by 2002.
According to Leighton Consulting, Inc. (2019), Robertson’s Ready Mix operated under an extraction license agreement with the Irvine Company that terminated in 2004, while All American Asphalt operated under a sublicense to Robertson’s Ready Mix.
In 2019 and December 2023, LSA biologists conducted literature reviews and record searches to identify the existence and potential for occurrences of sensitive or special-status plant and animal species within the vicinity of the project site. Federal and State lists of sensitive species were also examined. Current electronic database records reviewed included the California Natural Diversity Database, the United States Fish and Wildlife Service’s Environmental Conservation Online System, and the National Wetlands Inventory. Historic and current aerial imagery, existing environmental reports for developments in the project vicinity (including prior biological assessments conducted on the subject property), and regional habitat conservation plans and local land use policies related to biological resources were also reviewed. A biological constraints assessment was conducted on June 28, 2019. A focused botanical survey covering the entire project was conducted in April 30 and May 14, 21, and 24, 2021. Protocol surveys were conducted for least Bell’s vireo (2021), coastal California gnatcatcher (2021), and fairy shrimp wet- and dry-season surveys (2022–2023). Focused surveys were conducted for western spadefoot and bats in 2021.
The project site is primarily upland in nature with well-drained soils. The vegetation consists of disturbed annual nonnative grasses with monotypic stands of brittlebush, fascicled tarweed, deerweed, and cactus scrub. Riparian habitat is present within Gypsum Creek. Wetlands are absent from the project site. Special-status plants were not observed during the field surveys and are not expected to occur on site due to the lack of suitable habitat as well as the historical disturbances.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) ii
Habitat within the project construction footprint is considered low quality with respect to most regionally occurring special-status animal species; however, special-status animal species were observed during the field surveys and the protocol and focused surveys on the property. Specialstatus animal species found within the development area or detected included western spadefoot, coastal California gnatcatcher, yellow warbler, southwestern willow flycatcher, grasshopper sparrow, coastal cactus wren, western mastiff bat, pocketed free-tailed bat, and big free-tailed bat.
The project will have direct impacts to the habitat used by the special-status animal species. In addition, suitable nesting habitat and foraging habitat for the special-status bird species and various birds (including raptors) would be removed during project clearing and grading activities.
The project as currently proposed would impact approximately 283 acres of vegetation within the project site. If unmitigated, the impacts to special status species would be considered significant.
With the implementation of recommended mitigation measures and the authorization of the take of covered species under the Natural Community Conservation Plan/Habitat Conservation Plan, impacts to special-status biological resources anticipated to occur from the proposed project will be minimized.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) iii
TABLE OF CONTENTS
EXECUTIVE SUMMARY............................................................................................................................. i TABLE OF CONTENTS ............................................................................................................................. iii LIST OF ABBREVIATIONS AND ACRONYMS............................................................................................. v INTRODUCTION .......................................................................................................... 1 Project Description........................................................................................................................ 2 Orange County Cemetery District Cemetery......................................................................................2 CalVet State Veterans Cemetery ........................................................................................................6 Project Setting ............................................................................................................................... 6 METHODS................................................................................................................... 8 Literature Review and Record Search ........................................................................................... 8 Field Survey ................................................................................................................................... 8 Jurisdictional Delineation ...................................................................................................................9 RESULTS ................................................................................................................... 10 Topography and Soils................................................................................................................... 10 Vegetation Communities and Land Cover................................................................................... 11
2.0 Scrub Habitats ............................................................................................................................11
3.0 Chaparral Habitats......................................................................................................................13
7.0 Riparian Habitats........................................................................................................................13
16.0 Disturbed Areas........................................................................................................................14 Other Land Cover Types...................................................................................................................14 Special-Status Biological Resources ............................................................................................ 14 Special-Status Natural Communities................................................................................................15 Special-Status Plant Species.............................................................................................................15 Special-Status Animals......................................................................................................................16 Other Roosting Bats..........................................................................................................................20 Critical Habitat..................................................................................................................................21 Regional/Local Regulations ..............................................................................................................21 Jurisdictional Waters.........................................................................................................................22 Impact Findings And Recommended Avoidance and Mitigation Measures............................... 24 Special-Status Natural Communities........................................................................................... 25 Riparian ............................................................................................................................................25 Construction Site Housekeeping ......................................................................................................26 Waters Delineation and Protection..................................................................................................27 Special-Status Species................................................................................................................. 28 Summary of Impacts.........................................................................................................................29 Sensitive Bird Species and Nesting Protection .................................................................................29 Bat Protection...................................................................................................................................30 Critical Habitat............................................................................................................................. 31 Jurisdictional Impacts.................................................................................................................. 31 Wildlife Movement and Habitat Connectivity............................................................................. 33
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) iv
Consistency with Adopted Habitat Conservation Plan/Natural Community Conservation Plan ....................................................................................................................... 33 Natural Community Conservation Plan and Habitat Conservation Plan, County of Orange, Coastal Subregion.............................................................................................................................33 Conclusion ................................................................................................................................... 36 REFERENCES ............................................................................................................. 38 TABLES
Table A: Mapped Soils Classifications .................................................................................................. 11 Table B: Mapped Vegetation/Land Cover Classifications..................................................................... 12 Table C: Summary of Jurisdictional/Nonjurisdictional Features .......................................................... 24 Table D: Jurisdictional Impacts............................................................................................................. 32
APPENDICES
A: FIGURES 1–6
B: PLANT AND ANIMAL SPECIES OBSERVED
C: SUMMARY OF SPECIAL-STATUS SPECIES
D: WESTERN SPADEFOOT FOCUSED SURVEYS
E: PROTOCOL COASTAL CALIFORNIA GNATCATCHER SURVEYS
F: FOCUSED BAT SURVEYS
G: U.S. ARMY CORPS OF ENGINEERS JURISDICTIONAL DETERMINATION LETTER DATED JULY 22, 2022
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) v
LIST OF ABBREVIATIONS AND ACRONYMS
amsl above mean sea level
CDFW California Department of Fish and Wildlife
CEQA California Environmental Quality Act
CESA California Endangered Species Act
CFP California Fully Protected Species
City City of Anaheim
CNDDB California Natural Diversity Database
County County of Orange
CWA Clean Water Act
DA Development Area
DEDB dry extended detention basins
FE federal endangered
FEIR Final Environmental Impact Report
FESA federal Endangered Species Act
ft foot/feet
FT federally listed as threatened
HCP Habitat Conservation Plan
HCS Habitat Classification System
IPaC Information for Planning and Conservation
NCCP Natural Community Conservation Plan
NRCS Natural Resources Conservation Service
OCCD Orange County Cemetery District
OHWM ordinary high water mark
project Gypsum Canyon Cemetery Project
RWQCB Regional Water Quality Control Board
SCE State Candidate Endangered
SE State endangered
SR- State Route
SSC California Species of Special Concern
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) vi SWRCB State Water Resources Control Board
TCA Transportation Corridor Agencies
TNC ACE The Nature Conservancy Anaheim Conservation Easement UDS underground detention systems
USACE United States Army Corps of Engineers
USFWS United States Fish and Wildlife Service
USGS United States Geological Survey
WOTUS waters of the United States
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 1
INTRODUCTION
LSA has prepared this Biological Resource Assessment report for the proposed Gypsum Canyon Cemetery Project (project) at the south terminus of Gypsum Canyon and east Santa Ana Canyon Road in Anaheim, Orange County California (refer to Figure, 1, Project Location; all figures are provided in Appendix A). The purpose of this report is to describe and document biological resources—including sensitive and special-status species—known to occur or with the potential to occur on the project site. This technical information is provided for project planning purposes and preliminary review under the California Environmental Quality Act (CEQA), the California Endangered Species Act (CESA), the federal Endangered Species Act (FESA), and other pertinent regulations. Effects to biological resources within the project site were previously assessed as part of Final Environmental Impact Report (FEIR) No. 331 for the Mountain Park Specific Plan (MPSP). FEIR No. 331 identified the biological resources present within the limits of the Specific Plan, assessed the impacts of the Specific Plan on those resources and identified project design features, standard conditions and mitigation measures to avoid, minimize and mitigate impacts of the proposed development of the Specific Plan on biological resources.
The Orange County Cemetery District (OCCD) is proposing to construct a public cemetery on 283 acres of property within Development Area (DA) 5 (project site) of the MPSP Area. A State veterans cemetery is also being considered within a portion of the 283-acre project site in a collaborative effort among the California Department of Veterans Affairs (CalVet), the County of Orange (County), and the OCCD.
This Biological Resources Assessment conducted for the project involved the following components:
• Reviewing existing relevant scientific literature and other pertinent information related to the project site;
• Creating a list of regionally occurring special-status species determined to have the potential to occur in the vicinity of the project site;
• Characterizing the vegetation communities present within the project site; • Conducting a botanical inventory and focused survey for special-status plant species known to occur in the project vicinity;
• Evaluating the potential for the occurrence of special-status plant and wildlife species within the project site;
• Reviewing the results of protocol and focused surveys conducted for special-status animal species;
• Assessing the potential for proposed development activities to adversely impact existing biological resources and assesses these impacts relative to the prior analysis conducted for FEIR No. 331; and
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 2 • Identify appropriate project design features, standard conditions and mitigation measures set forth in FEIR No. 331 that avoid, minimize, mitigate and/or compensate for potentially significant impacts to biological resources.
PROJECT DESCRIPTION
The OCCD is proposing to construct a public cemetery on 283 acres of property within Development Area DA 5 of the MPSP (project site). A State veterans cemetery is also being considered within a portion of the 283-acre project site in a collaborative effort among the California Department of Veterans Affairs (CalVet), the County of Orange (County), and the OCCD.
The project site comprises 283.28 acres. Development of the proposed project would be accomplished through subdivision of the property into two parcels. Parcel 1 would be 126.13 acres and Parcel 2 would be 157.15 acres. Within these two parcels, two cemetery areas would be constructed, a lower pad and an upper pad, separated by a keyway1 buttressed slope. The lower pad on Parcel 1 would be developed as a public cemetery to be owned/operated by the OCCD. The upper pad on Parcel 2 is currently being considered as a State veterans cemetery to be owned and operated by CalVet.
The project site would be developed in approximately 10- to 20-acre increments on an as-needed basis for the OCCD public cemetery or CalVet, if CalVet moves forward with constructing a State veterans cemetery. Initially, an overall site mass and rough grading operation may be conducted to balance site earthwork for the upper and lower pads and build the keyway buttress slope.
Orange County Cemetery District Cemetery
For the OCCD Cemetery, an approximately 80-acre developable pad would be developed within the project site that would provide up to approximately 50 acres of interment areas; a 7,700-squarefoot administration building; a 30,150-square-foot maintenance yard and building; approximately 9,800 square feet of committal shelters; approximately 15 acres of roads, walkways, parking, hardscape, and plaza niche areas; and approximately 15 acres of landscaped area. Operations and maintenance of the proposed OCCD cemetery would consist of similar activities as those currently conducted at OCCD’s other cemeteries. Maintenance activities would include landscaping activities such as trimming/or planting of trees, shrubs, groundcover, or perennials, as needed; trimming around memorial markers and mowing curb borders and lawns; trash and debris removal; cleaning and repainting buildings and structures as needed; irrigation repair, cleaning, and repairing of storm drainage and water quality features (described above); and maintenance and cleaning of roads, parking lots, lighting, and fencing. On a designated day of the week, staff would remove flowers placed on the space.
Circulation/Roadways
The entry plaza would be south of the existing Santa Ana Canyon Road/Gypsum Canyon Road intersection. From the entry plaza, the exterior entry or loop road would be divided into a 46-foot 1 A keyway refers to a groove or recess that is intentionally created to enhance the connection point between both sides of the slope.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 3 access road (one southbound lane with a median and two northbound lanes) that would use two bridges to cross over Gypsum Creek (one bridge for ingress and one bridge for egress from the cemetery) and join into one 36-foot access road that provides single-lane inbound and outbound access to both the OCCD cemetery and the future CalVet cemetery. The bridges would be 14 feet wide, 100- to 120-feet long steel bridges with a Corten finish. There would be two access points to the OCCD cemetery on the lower pad: (1) the primary cemetery entrance built during the first phase of construction, and (2) secondary access to the exterior loop road for additional site circulation.
An internal loop road system is proposed within the OCCD cemetery to provide access from the exterior entry road to interment areas, a committal shelter, niches, and an administrative building.
Similarly, an internal loop road system would be provided in the veterans cemetery and would connect to the external loop road.
Open Space Trail Access
At the entry plaza, a 24-foot-wide OC Parks trailhead access road and an entry gate would be constructed to provide continued access to the existing OC Parks Gypsum Canyon Interpretive Center and trailhead.
Water
Three separate on-site services for fire, domestic, and irrigation will be provided to both the upper and lower pads and would be conveyed within a single 20-inch water line point of service provided by Anaheim Public Utilities on Santa Ana Canyon Road. The three separate services would be connected at the project entry and located within the typical easement section of the exterior access road. The 20-inch main water line would connect to the existing 30-inch line in Santa Ana Canyon Road, near Woodcreek Road. Submeters would be provided for the fire, domestic, and irrigation lines between the parcels/cemeteries. Two irrigation booster pump stations would be constructed on site to assist in conveying water on site. Alternatively, a groundwater well may be constructed on site to provide potable water and irrigation services to both cemeteries. The location and depth of the well is currently being evaluated. On-site water pipelines would be connected to the groundwater well within the property following approval by the State Water Resources Control Board (SWRCB). There currently are no reclaimed water lines in this portion of Anaheim, and all activities on site would use potable water or well water as an alternative.
A water tank reservoir may be required at the northeast corner of the project site to meet project demand for landscape irrigation and potable water at the administrative building, committal shelter, and maintenance facility on the lower pad and similar facilities on the upper pad. The proposed tank could be up to 75 feet in diameter and 40 feet high, providing a minimum of 672,000 gallons of storage capacity. The reservoir would be located and designed in a manner that screens it from public view pursuant to community design guidelines specified in the City of Anaheim’s (City) MPSP.
The need for and sizing of any reservoir would be subject to additional analysis of water demand associated with maximum day irrigation, on-site buildings, and fire flow requirements.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 4 Sewer
On-site sewage would be collected via pipelines and conveyed to on-site holding tanks with the upper and lower pads. These holding tanks would be regularly monitored and drained to a septic tank and cleaned out, as needed, with a vacuum truck.
Drainage/Storm Drain Features
The drainage system for the proposed OCCD cemetery has been designed to maintain existing drainage patterns in the proposed condition. Accordingly, all lots would be graded to allow runoff to drain toward a designated private street or area drain, leading to the proposed storm drain infrastructure and flowing to the south or southwest general direction. All on-site storm drain infrastructure (including, but not limited to, grate inlets, curb and gutters, and storm drain pipes) would be sized per City of Anaheim Drainage Manual and Orange County Hydrology Manual standards.
On-site storm drain lines would collect on-site runoff and direct it to one of two underground detention systems (UDS). Each UDS is designed with a lining as well as outlet orifices that drain to Gypsum Creek. The UDS would reduce runoff from the proposed development to lower than the existing runoff level. Finally, outflow from the site would be discharged into unlined Gypsum Creek as it is in the existing condition. A Saint Anthony Falls dissipator has been incorporated into the design to reduce the flow velocity and avoid erosion of the creek banks and channel. Two detention basins are also incorporated into the on-site storm drain system.
The on-site storm drain system is designed to prevent off-site low flows from entering the system.
Off-site flow from the southeast would be conveyed to Gypsum Creek via a trapezoidal channel along the southern border while maintaining existing flow pattern as well as preventing off-site flow from comingling with on-site runoff.
Two above-ground and lined dry extended detention basins (DEDBs) for stormwater treatment benefits have been incorporated into the project design, with one in each pad. These DEDBs would serve as the primary best management practice (BMP) addressing the quality of stormwater runoff from the Proposed Project. The DEDB is designed for biofiltration of design storm capture volume from a 24-hour, 85th percentile storm event and discharge of the same volume over 48 to 72 hours.
Peak flow rates for the post-development condition would be lower than those of the 110 percent of pre-development condition; therefore, peak flow mitigation would be achieved by the incorporation of DEDBs. During heavy storm events, an emergency spillway would allow overflow of the DEDBs. The DEDBs and associated Connector Pipe Screen would be regularly maintained.
Water Quality Features
Two above-ground and lined DEDBs for stormwater treatment benefits have been incorporated into the project design, with one in each pad. These DEDBs would serve as the primary BMP addressing the quality of stormwater runoff from the proposed project. The DEDB is designed for biofiltration of design storm capture volume from a 24-hour, 85th percentile storm event and discharge of the same volume over 48 to 72 hours. Peak flow rates for the post-development condition would be lower than those of the 110 percent of pre-development condition; therefore, peak flow mitigation
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 5 would be achieved by the incorporation of DEDBs. During heavy storm events, an emergency spillway would allow overflow of the DEDBs. The DEDBs and associated Connector Pipe Screen would be regularly maintained.
Additional Non-Structural and Structural Source Control BMPs included as part of the Water Quality Management Plan for the Proposed Project include, but are not limited to:
• Apply and maintain storm drain system stenciling and signage; • Design trash enclosures to reduce pollutant introduction; • Implement activity restrictions, such as no dumping of oil or chemicals into inlets, no washing of vehicles on site, and no washing of the maintenance yard pavement; • Perform landscape maintenance and litter control on a monthly basis; • Implement cleaning of all structural and nonstructural BMPs on a monthly basis; • Conduct employee training on an annual basis;
• Inspect and clean out the common-area catch basin on a monthly basis; • Conduct street sweeping of private streets and parking lots on a monthly basis; • Sweep trash and storage areas on a weekly basis;
• Conduct routine maintenance of the irrigation system to identify leaks/overspray and adjust due to seasonal fluctuations;
• Inspect the energy dissipator annually; and
• Use drought-tolerant/non-invasive plants species in landscaping to minimize water consumption and protect against slope erosion.
Electrical Facilities
Electricity would be provided to the project site via existing overhead facilities at the Santa Ana Canyon Road/Gypsum Canyon Road intersection. Three existing overhead poles would be undergrounded within the project site, and two existing power poles off site would be undergrounded at the southwest corner of the Santa Ana Canyon Road/Gypsum Canyon Road intersection. Additionally, two existing power poles at the SR-91 on-ramp on Gypsum Canyon Road would be undergrounded by Caltrans and Southern California Edison as part of their improvement project. All electrical transmission facilities entering the project off site would be provided in underground conduit to both the upper and lower pads within the exterior entry road cross-section.
Questar Fuel Pipeline Realignment
There is an existing Questar fuel pipeline and easement on site. The pipeline is inactive and would be capped and removed. The easement would be realigned to provide for the on-site roadway to the upper pad. The OCCD is coordinating with Questar regarding this realignment of the easement and capping of any pipeline facilities located within the existing easement.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 6 CalVet State Veterans Cemetery
An approximately 100-acre developable upper pad would be developed for the CalVet veterans cemetery. CalVet would determine the ultimate design of the State veterans cemetery; however, the exterior loop roadway and utility infrastructure have been designed to accommodate future development of the State veterans cemetery. Accessed via the main entry roadway, the State veterans cemetery would include an administrative building (approximately 2,000 square feet), an assembly area, restrooms, a maintenance/operations building (approximately 3,000 square feet), and a committal structure (approximately 600 square feet) in addition to interment spaces.
Interment spaces would include in-ground burials, in-ground cremains, and columbaria niches. It is anticipated that the architectural design of the buildings and other features, landscaping, and lighting within the State veterans cemetery would complement the public cemetery design.
Build-out of the State veterans cemetery would take place in phases as demand warrants and could include up to 200,000 interment spaces.
Potential operational activities would be similar to activities at the public cemetery, with operating hours being 8:00 a.m. to 5:00 p.m. every day of the year. Cemetery operations include the care of burial and interment sites, on-site structures, and grounds and burial events. It is estimated that the State veterans cemetery would employ approximately 20 employees. The number of burial services may fluctuate throughout the week; however, the number of burials would not exceed four services per day. In addition, each burial service would take place during a specific time slot and would not overlap with another burial service. There would potentially be activities held during holidays, such as Memorial Day and Veterans Day, and other special military events. Interments or events could include the performance of the three-volley salute using rifles. These events would be of short duration (i.e., seconds or minutes) and would be limited to the daytime hours of operation.
PROJECT SETTING
The project site is bordered by Gypsum Creek to the west and Coal Canyon to the east, and is south of State Route (SR-) 91 in Orange County, California, as depicted on the United States Geological Survey (USGS) Black Star Canyon, California 7.5-minute series topographic quadrangle map in Township 3S and 4S, Range 8W, Sections 34, 35, and 03. The site elevation ranges from 398 to 870 feet (ft) above mean sea level (amsl) (USGS 2023). The project was previously occupied by Robertson’s Ready Mix, which operated a surface mining operation to extract sand and gravel (aggregate) material from the project site. The southeastern portion of the site was previously occupied by All American Asphalt, which used it to operate an asphalt batch plant. Early surface mining operations commenced in the northwest corner of the project sometime between 1952 and 1959. By 1980, these mining operations had expanded to cover most of the project, and operations finally reached their maximum footprint by 2002. According to Leighton Consulting, Inc. (2019), Robertson’s Ready Mix operated under an extraction license agreement with the Irvine Company that terminated in 2004, while All American Asphalt operated under a sublicense to Robertson’s Ready Mix.
Previous decades of mining operations have resulted in significant alteration of the natural topography across the project. According to Leighton (2019), the previous mining reduced the elevation on site by as much as approximately 300 vertical feet or more in some areas. Current
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 7 elevations across the project range from approximately 400 ft amsl in the northwestern region of the site to approximately 850 ft above amsl in the eastern region of the project site.
These site conditions are consistent with the general environmental setting described in FEIR No. 331.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 8
METHODS
LITERATURE REVIEW AND RECORD SEARCH
LSA conducted a literature review to assist in determining the existence or potential occurrence of special-status plant and animal species within a 9-mile radius of the project site in 2019 and on December 12, 2023. Federal and State lists of sensitive species were also examined. Current electronic database records reviewed included the following:
• The California Natural Diversity Database information (CNDDB – RareFind 5), which is administered by the California Department of Fish and Wildlife (CDFW). This database covers sensitive plant and animal species as well as sensitive natural communities that occur in California. Database records for the Black Star Canyon, Orange, Corona South, Corona North, Prado Dam, Yorba Linda, Tustin, El Toro, and Santiago Peak, California USGS 7.5-minute quadrangles were obtained from this database to inform the field survey. • The United States Fish and Wildlife Service’s (USFWS) Information for Planning and Conservation (IPaC) Online System, which lists all proposed, candidate, threatened, and endangered species managed by the Endangered Species Program of the USFWS that have the potential to occur on or near a particular site. This database also lists all known critical habitats, national wildlife refuges, and migratory birds that could potentially be impacted by activities from a proposed project. An IPaC Trust Resource Report (USFWS 2019a) was generated for the project site.
• The USFWS Critical Habitat Mapper was reviewed to determine whether critical habitat has been designated within or in the vicinity of the project area (USFWS 2019b). • The USFWS National Wetlands Inventory was reviewed to determine whether any wetlands or surface waters of the United States have been previously identified in the project site (USFWS 2019c).
In addition to the databases listed above, aerial photographs (Google Earth 2023) were also reviewed. Regional Natural Community Conservation Plans/Habitat Conservation Plans (NCCP/HCP); FEIR No. 331, associated technical documentation, for the Mountain Park Specific Plan, which included the project site; and local land use policies related to biological resources were reviewed.
Soil types were determined using the Natural Resources Conservation Service (NRCS) WebSoil Survey (USDA 2019).
FIELD SURVEY
LSA has conducted multiple surveys within the Gypsum Canyon Cemetery project site from 2019 through 2023. The first field survey was conducted in September 2019 and was a Biological Constraints Assessment. Additional surveys within the project site include protocol surveys for coastal California gnatcatcher (Polioptila californica californica) (LSA 2021), least Bell’s vireo (Vireo bellii pusillus) (LSA 2021), and vernal pool branchiopods, wet and dry season (LSA 2022–2023). LSA
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 9 conducted special-status plant surveys in 2021, focused western spadefoot surveys (Spea hammondii), and focused bat surveys in 2021.
Plant and animal species observed or otherwise detected are listed in Appendix B.
Jurisdictional Delineation
LSA Biologists Jim Harrison and Lonnie Rodriguez conducted the jurisdictional delineation on November 2, 3, and 13, 2020, with additional field work conducted on October 28, 2021. Potential federal and State jurisdictional waterbody features identified in and adjacent to the study limits were evaluated on foot and mapped using aerial photographs (see Figure 2).
Areas of potential jurisdiction were evaluated according to the most current regulatory criteria and guidance. The boundaries of the potential jurisdictional areas within and adjacent to the jurisdictional delineation study area were observed in the field and mapped on a recent, highresolution aerial photograph (on a scale of 1 inch = approximately 100 ft). Measurements of federal and State jurisdictional areas mapped during the course of the field investigation were determined by a combination of direct measurements taken in the field and measurements taken from the aerial photographs.
Under the 2020 Navigable Waters Protection Rule, potential jurisdictional drainage features required a determination of flow regime (e.g., ephemeral, intermittent, or perennial). Intermittent and perennial drainages are defined as supporting continuous surface flows seasonally or yearround (more than in direct response to precipitation), whereas ephemeral drainages only support surface water flowing or pooling in direct response to precipitation. While the 2020 Navigable Waters Protection Rule has been vacated and no longer defines jurisdictional waters of the United States (WOTUS), the primary fieldwork for this delineation took place when the 2020 rule was in effect. Therefore, the delineators applied the New Mexico Streamflow-Duration Assessment Method (Mazor et al. 2019), the applicable methodology at the time of the November 2020 fieldwork, to assess specific hydrologic, biological, and geomorphological indicators of flow duration associated with the subject drainages based on observations made in the field. The conclusions of the streamflow assessment provide information regarding the functions and values of the delineated drainage features and are therefore included herein. An approved jurisdictional delineation was provided by the United States Army Corps of Engineers (USACE) (see Appendix C).
Areas exhibiting characteristics indicative of wetlands (e.g., areas dominated by hydrophytic vegetation, periodically inundated depressions) were evaluated according to routine wetland delineation procedures described in the Regional Supplement and those recently enacted by the State Water Resources Control Board (SWRCB) (2021). Soil samples were carefully evaluated in areas having either a predominance of hydrophytes or clear evidence of wetland hydrology.
Hydrological conditions, including any evidence of past inundation, saturated/moist soils, changes in vegetation, and other wetland hydrology indicators were also noted. Other hydrological conditions associated with a drainage’s ordinary high water mark (OHWM) (e.g., shelving, drift/rack lines, water staining) were also noted. General site characteristics were also noted throughout all potential jurisdictional areas.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 10
RESULTS
This section summarizes the environmental setting and provides further analysis of the data collected in the field. Discussions regarding the existing project site conditions, soils, vegetation communities, potentially occurring special-status biological resources, and habitat connectivity are presented below.
As a result of the years of mining, the project site lacks extensive distributions of native vegetation communities because most of the project site coincides with a former aggregate mining operation that resulted in extensive ground disturbance (e.g., vegetation clearing and surface grading) over multiple decades. Upon closure of past mining operations, the site was recontoured and revegetated for erosion control, primarily with native herbaceous species. However, due to long periods of disturbance and extended drought events, the project is primarily a highly degraded landscape. This degradation, along with drought occurrences, has left the project with a limited native understory, which has generally resulted in a lower likelihood of special-status plant species occurring in the project.
There are several large clusters of native plants starting to re-establish themselves in the interior of the project, namely fascicled tarweed (Deinandra fasciculata), deerweed (Acmispon glaber), coastal prickly pear (Opuntia littoralis), California buckwheat (Eriogonum fasciculatum), brittlebush (Encelia farinosa), and nonnative species within the project site. In areas that have dense native plant clusters or monotypic vegetation stands, such as brittlebush, deerweed, and fascicled tarweed populations, the understory remains dominated by nonnative annual grasses, which can inhibit native seed germination.
Gypsum Creek functions as a wildlife corridor movement between the Santa Ana River and the Santa Ana Mountains surrounding the project. Wildlife is able to pass through a culvert feature along Gypsum Creek under SR-91 to access these areas.
TOPOGRAPHY AND SOILS
Much of the topography within the project is steep and undulating. Except for Gypsum Creek, located west of the project, this drainage feature drains from the south to the north with a 0 to 5 percent slope.
Nine soil types are mapped, including water on the project site, Cieneba-Rock outcrop complex, 30 to 70 percent slopes; Corralitos loamy sand; Metz loamy sand; pits; Riverwash, 0 to 5 slope gradient; rock outcrop Cieneba-complex, 30 to 75 percent slopes; Yorba cobbly sandy loam, 9 to 30 percent slopes; Yorba cobbly sandy loam, 9 to 30 percent slopes, eroded; and Yorba cobbly sandy loam, 30 to 50 percent slopes (USDA 2019) (see Table A and Figure 3). Of the nine soil types found within the project site, there was one hydric soil rating. Drainage classes range from well-drained to excessively drained soils (USDA 2019). These soil types are consistent with those identified in FEIR No. 331.
The existing soils are compacted within the project site and have been graded to form basins to manage water runoff as part of the prior mining activities.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 11 Table A: Mapped Soils Classifications
Soil Drainage Class Frequency of
Flooding
Frequency of
Ponding
Hydric Soil
Rating
Cieneba-rock outcrop complex, 30 to 70 percent
slopes
Somewhat
excessively drained None 0 No
Corralitos loamy sand Somewhat
excessively drained None 0 No
Metz loamy sand Somewhat
excessively drained None 0 No
Pits -- -- -- No
Riverwash, 0 to 5 slope gradient Well drained Frequent 0 Yes Rock outcrop Cieneba-complex, 30 to 75 percent
slopes
Somewhat
excessively drained None 0 No
Yorba cobbly sandy loam, 9 to 30 percent slopes Well drained None 0 No Yorba cobbly sandy loam, 9 to 30 percent slopes,
eroded Well drained None 0 No
Yorba cobbly sandy loam, 30 to 50 percent slopes Well drained None 0 No Water -- -- 0 No
Source: Web Soil Survey (United States Department of Agriculture 2019).
VEGETATION COMMUNITIES AND LAND COVER
Descriptions of the vegetation and land cover types mapped within the project are provided below (Table B). Vegetation communities were mapped using classifications defined by the Orange County Habitat Classification System (HCS) as articulated by Jones & Stokes Associates, Inc., for the Orange County Central-Coastal NCCP/HCP (1993). This classification system is the same as used in FEIR No. 331 to identify vegetation on the project site. The dominant vegetation community within the project site is ruderal, which primarily consists of nonnative annual grassland species. It should be noted the project area vegetation type and amount documented as disturbed or barren and mined areas in the 2005 FEIR No. 331 has gone through a vegetation succession because of being seeded for erosion control and left unmanaged. The vegetation communities on site are consistent with the vegetation communities identified in FEIR No. 331 for the project site.
2.0 Scrub Habitats
Scrub vegetation consists of drought-deciduous, low-growing, soft-leaved shrubs and herbs, and is often gray-green. It occupies gentle to steep slopes and occurs most often in shallow or heavy soils at elevations below 3,000 feet (ft). Scrub habitat boundaries with grassland or scrub-grassland ecotone/sere are delineated where shrubs exceeded 20 percent cover. Scrub habitat is characterized by 80 percent or greater relative shrub cover by scrub species where the community intergraded with chaparral. The total permanent project area impacts to scrub habitat is 25.12 acres, less than the total Primary Impacts (200.1 acres) noted in the FEIR No. 331 Project Impacts to Plant Communities.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 12 Table B: Mapped Vegetation/Land Cover Classifications
Vegetation/Land Cover Project Acres Impacts (Acres)
Permanent Temporary
Scrub Habitats
Remnant Coastal Sage Scrub 1.91 1.79 -
Buckwheat Scrub 8.5 8.5 -
Buckwheat/Encelia Scrub 12.96 4.47 -
Cactus Scrub 7.22 7.2 -
Deerweed scrub 1.71 1.64 -
Brittlebush 1.52 1.52 -
Subtotal 33.82 25.12 0
Chaparral Habitat
Toyon-Sumac Savannah 3.85 0.73 0.01
Oak/Mexican Elderberry 7.03 2.61 -
Subtotal 10.88 3.34 0.01
Riparian Habitats
Mule Fat Scrub 0.78 0.73 -
Riparian (Mule Fat) 1.72 1.71 -
Subtotal 2.5 2.44 0
Disturbed Areas
Disturbed 31.15 26.52 0.99
Tarweed Population 22.16 22.16 -
Ruderal 181.88 160 1.42
Subtotal 235.19 208.68 2.41
Other Land Cover Type
Ephemeral Drainage (Gypsum Creek) 0.89 - 0.55
Total 283.28 240.31 3.06
Source: Compilation from field surveys conducted by LSA on April 30 and May 14, 21, and 24, 2021. • 2.3 Remnant Coastal Sagebrush Scrub (1.91 ac): Sagebrush scrub is almost exclusively dominated by California sagebrush and is usually found on mesic slopes. It usually occurs as small patches within grasslands or with other sage scrub subtypes that support California sagebrush as a codominant. The sage scrub habitat found within the project site is an emergent remnant vegetation from a seed bank of past Coastal Sage brush vegetation that was likely abundant on the hillside prior to the surface mining and is found on the northeast side in a small patch.
NCCP/HCP Covered Plant Community
• 2.3.7 Buckwheat Scrub (8.5 ac): Scrub habitat that is dominated by California buckwheat (Eriogonium fasciculatum) and includes a mix of black sage, California Encelia, and Coastal prickly pear. Buckwheat scrub was mapped on the east portion of the project. • 2.5 Buckwheat/Brittlebush Scrub (12.96 ac): Buckwheat/Encelia Scrub is dominated by both species with about the same occurrence in density. Other scrub species found within this scrub type include black sage, white sage, and coastal prickly pear. Buckwheat/Encelia Scrub was mapped on the southwest portion of the project on a steep hillside.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 13 • 2.4 Cactus Scrub (7.22 ac): Southern cactus scrub contains large stands of coastal prickly pear with at least 20 percent relative cover by cactus. Other co-dominants or subdominants include brittlebush, California sagebrush, California buckwheat, black sage, and Mexican elderberry (Sambucus nigra ssp. caerulea). It occurs primarily on south-facing slopes of low foothills. This community differs little in vegetative composition from, and integrates with, sagebrush and sage scrub habitat types. Southern cactus scrub is not a prevalent habitat type within the project but is found on a step south facing slope on the east portion of the project. • Deerweed Scrub (1.71 ac): Deerweed is a low growing perennial shrub and has no classification in the HCS. This species is a pioneer species found growing in areas that have been disturbed.
This species is found growing in a dense stand on the east ridgeline of the project area, with nonnative annual grassland growing at the base of these plants. This dense stand of scrub is likely attributed to seeding and the preferred growing conditions at his location for the species. • 2.5 Brittlebush (1.52 ac): Brittlebush is a drought deciduous plant, shedding its foliage during dry and hot conditions to avoid the loss of water. This plant was growing in a dense stand in the center of the project, with nonnative annual grassland growing at the base of these plants. This dense stand of scrub is likely attributed to seeding and preferred soil conditions at this location for the species.
3.0 Chaparral Habitats
Chaparral habitat occurs where more than 50 percent of the shrub cover is composed of characteristic evergreen chaparral shrub species. Chaparral within the project generally consists of dense patches of laurel sumac with sparse understory vegetation. The total permanent and temporary project area impact to Chaparral Habitat is 3.35 acres, less than the total Primary Impacts (264.3 acres) noted in the FEIR No. 331 Project Impacts to Plant Communities. • 3.12 Toyon-Sumac (3.85 ac): Toyon-Sumac Chaparral is typically dominated by Toyon (Heteromeles arbutifolia), laurel sumac (Rhus integrifolia), and lemonade berry (Rhus integrifolia). Within the project, laurel sumac dominates these vegetation cover type, on an east facing slope within an unnamed drainage feature.
• 9.1 Oak/Mexican Elderberry (7.03 ac): Oak/Mexican elderberry is dominated by oaks and Mexican elderberry with oak species being the dominate. This vegetation community was found growing along the edges of undisturbed drainage features and hillside of the project.
7.0 Riparian Habitats
Seasonally flooded herb, shrub, and forest habitats associated with streams are mapped as riparian habitats. Vegetation occurred within the streambed, along the banks, and in the floodplain. Riparian subtypes are identified based on the dominant species, with tallest species in a multilayered canopy taking precedence, and on percent aerial cover of dominant species. The total permanent project area impact to Riparian habitat is 2.44 acres, less than the total Primary Impacts (606.9 acres) noted in the FEIR No. 331 Project Impacts to Plant Communities.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 14 • 7.3 Mule Fat Scrub (0.78 ac): Mule fat scrub consists of dense stands of mule fat and lesser amounts of willow. It usually occupies intermittent streambeds, seeps, and the toe of landslides (where local seeps develop). Other associated species include Bermuda grass, California mugwort, lamb's quarters (Chenopodium album), western ragweed (Artemisia psilostachya), Douglas' nightshade (Solanum douglasii), castor bean, and cocklebur. This habitat type is found growing in two dense clusters on the southwest side of the project.
16.0 Disturbed Areas
Disturbed sites include areas where natural vegetation has been reduced or cleared by human or natural means, such as clearing and grading, flooding, or fire. The total permanent and temporary project area impact to Disturbed Areas is 208.68 acres, less than the total Primary Impacts (279.4 acres) noted in the FEIR No. 331 Project Impacts to Plant Communities. • 16.0 Disturbed (31.15 ac): Disturbed or barren (cleared or graded) areas either lack vegetation or are dominated by a sparse cover of ruderal vegetation, such as tocalote (Centaurea melitensis), wild oats, black mustard (Brassica nigra), prickly sow-thistle, and prickly lettuce (Lactuca seriola). Disturbed or barren areas are predominantly located on the southeast portion of the project.
• Tarweed Population (22.16 ac): This tarweed was growing in a dense stand at the highest elevation of the project and on a northwest facing slope, with nonnative annual grassland growing at the base of these plants, this species of plant has no classification in the HCS. This dense stand of is likely attributed to seeding and preferred growing conditions for the species. • 4.6 Ruderal (181.88 ac): Developed sites include urban areas, roads, parks, and cleared or graded sites. The site is predominantly ruderal given the history of the project site and the early succession on nonnative annual grasses.
Other Land Cover Types
• 13.3 Ephemeral Drainage - Gypsum Creek (0.89 ac): This is a drainage where water flows only briefly and temporarily during and after a rainfall in the immediate area. Gypsum Canyon is an ephemeral drainage located within the project on the west side of the project. This drainage feature is sparsely vegetated with annual grasses, mule fat and coyote bush on the banks.
A total of 103 vascular plant species were identified within the project site during the May 2021 field surveys. A large portion of the project is mapped as being ruderal.
A complete plant list can be found in Appendix B. Figure 4 shows vegetation/land cover, and Figure 5 providessite photographs.
SPECIAL-STATUS BIOLOGICAL RESOURCES
Portions of northeastern Orange County are known to support various special-status natural communities, plants, and animals. Appendix C provides tables that identify those special-status plant and animal species known to occur or that potentially occur in the vicinity of the project site (based
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 15 on the literature review and experience in the region) and includes detailed information about each species’ habitat and distribution, State and Federal status designations, and probability of occurrence on the project site. As stated in the methodology section above, the background research included occurrence records from nine USGS topographic quadrangles surrounding the survey area. A nine-USGS quadrangle search covers a large, variable geographic and topographic area containing numerous habitat types not found within or around the project site. As such, many of the species listed in Appendix C are not anticipated to occur on the project site due to historic and ongoing anthropogenic disturbances and/or the lack of suitable habitat.
The following subsections provide specific discussions for special-status natural communities, plant and animal species, and habitats of concern (including critical habitat, jurisdictional aquatic resources, wildlife movement corridors, and regional and local HCPs).
Special-Status Natural Communities
The CNDDB search identified occurrences of seven special-status natural (i.e., plant) communities within a 11-mile radius of the project site: California Walnut Woodland, Riversidian Alluvial Fan Sage Scrub, Southern California Arroyo Chub, Santa Ana Sucker Stream, Southern Coast Live Oak Riparian Forest, Southern Cottonwood Willow Riparian Forest, Southern Sycamore Alder Riparian Woodland, and Southern Willow Scrub. All seven plant communities are not present within the project site.
However, it should be noted that Southern Sycamore Alder Riparian Woodland is located within Gypsum Creek, upstream from the project site.
As noted above, the project site is within Mountain Park Specific Plan. Municipal Code 18.112.070 Tree Replacement Plan for the Mountain Park Specific Plan defines “Specimen tree” as any tree of the Eucalyptus varieties (Eucalyptus), Quercus varieties (Oak), Schinus varieties (Pepper), or Platanus varieties (Sycamore) with a trunk measuring 8 inches or greater in diameter, measured at a point 4 ft above ground level. “Stand” is hereby defined as five or more specimen trees whose trunks are within 75 feet of each other.
Given the project area is within the Mountain Park Specific Plan, Municipal Code 118.112.070 Tree Replacement Plan will be the conditions followed when determining “Specimen tree” and/or “Stands.” For these trees to meet the “Specimen tree" designation, measurements of circumference shall be taken at a point 4 ft above ground level. As such, for the purposes of this report, the mature Oak Woodland within the project site is considered a sensitive natural community.
No other special-status natural communities are present within the project site.
Special-Status Plant Species
Based on review of the current biological database records, there are known occurrence records of 17 special-status plant species with a 9-mile radius of the project site.
Of the 17 species, none are expected to occur within the project site due to the lack of suitable habitat and/or site conditions. Special-status plant surveys for the project site were conducted in May 2021 and field surveys were being conducted during all seasons through 2023 when regional special-status plant species would have been observable. All of the species identified in the
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 16 literature search either were not observed or are not expected to occur because of existing habitat conditions.
Special-Status Animals
Based on review of the current biological database records, there are known occurrence records of 38 special-status animal species in the vicinity of the project site.
Of the 38 special-status animal species, 17 are not expected to occur within the project site due to a lack of suitable habitat and/or conditions on site. Although not observed during the site survey, the following 11 special-status animal species identified from the CNDDB and IPaC records search could potentially occur within the project: Crotch bumble bee (Bombus crotchii; State Candidate Endangered), Southern California legless lizard (Anniella stebbinsi; California Species of Special Concern [SSC]), coastal whiptail (Aspidoscelis tigris stejnegeri [SSC]), San Diego banded gecko (Coleonyx variegutus abbotti [SSC]), red-diamond rattlesnake (Crotalus ruber [SSC]), coast patchednose snake (Salvadora hexalepis virgultea [SSC]), burrowing owl (Athene cunicularia [SSC]), golden eagle (Aquila chrysaetos [Fully Protected]) and white-tailed kite (Elanus leucurus; California Fully Protected Species [CFP]), and pallid bat (Antrozous pallidus [SSC]).
Special-status species observed within the project site include western spadefoot (Spea hammondii; Proposed Threatened), yellow warbler (Setophaga petechia; SSC), coastal cactus wren (Camphylorhynchus brunneicapillus sandiegensis; SSC), grasshopper sparrow (Ammodramus savannarum; SSC), coastal California gnatcatcher (Polioptila californica californica; federally listed as threatened [FT]), southwestern willow flycatcher (Empidonax traillii extimus; federal and State endangered [FE, SE]), western mastiff bat (Eumops perotis californicus; SSC), pocketed free-tailed bat (Nyctinomops femorosaccus; SSC), and big free-tailed bat (Nyctinomops macrotis; SSC).
The western spadefoot, a proposed endangered species, and coastal California gnatcatcher, a federally listed as threatened species, was visually observed within the project (see Figure 6). The western spadefoot was identified within the project study area during the 2022-2023 wet-season fairy shrimp surveys in a lower basin. The coastal California gnatcatcher was identified within the project site during the surveys in 2019, and three breeding pairs were identified in 2021 during the protocol field surveys. Additionally, yellow warbler, grasshopper sparrow, and coastal cactus wren, all SSCs, were observed during the wildlife field survey. Western mastiff bat, pocketed free-tailed bat, and big free-tailed bat, also all SSCs, were acoustically detected or observed during the wildlife field survey. Both yellow warbler and southwestern willow flycatcher were observed within the study area; however, suitable nesting habitat is absent. The remaining wildlife species observed during the surveys were species common to the region. A list of these species is included in Appendix B.
A total of 77 common wildlife species were detected within the project site. These species were observed flying and/or foraging within Gypsum Creek and the drainage culvert that goes under SR-91, on the hillsides, and throughout the project. In addition, wildlife species such as foraging raptors, reptiles, and medium-sized mammals (striped skunk [Mephitis mephitis] and coyote [Canis latrans]) can be anticipated to utilize the site’s resources routinely.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 17 Special-status species observed or with a moderate or high potential to occur are further discussed below.
Invertebrates
Crotch Bumble Bee. The crotch bumble bee is a California candidate endangered species. This species inhabits open scrub (including chaparral) and grassland from coastal California to the crest of the Sierra-Cascade and in desert edge areas, south into Mexico. It primarily nests underground.
Suitable bumble bee habitat requires the continuous availability of flowers on which to forage throughout the duration of the colony (spring through fall), colony nest sites, and overwintering sites for the queens.
Suitable habitat is present within the project site throughout the scrub habitat present on site.
Although this species was not observed since the beginning of the 2019 surveys, the species has a low to moderate potential to forage within the project site.
Amphibians
Western Spadefoot. The western spadefoot is a recently proposed FT species. This species inhabits grasslands and occasionally hardwood woodlands. It is largely terrestrial but requires rain pools or other ponded water persisting at least 3 weeks for breeding. It burrows in loose soils during dry season. Western spadefoot occurs in the Central Valley and adjacent foothills, the nondesert areas of southern California, and Baja California.
Suitable habitat is present within the project site. The species was observed during the 2022–2023 wet season within a basin on the northwest side and in 2019 within the original study area that is no longer within the project site (see Appendix D, Western Spadefoot Focused Surveys).
Reptiles
Southern California Legless Lizard. The Southern California legless lizard is a State-designated SSC.
This species can be found nearly year-round in Southern California. Its habitat niche consists of sandy or loose, loamy soils with high moisture content under sparse vegetation on beach dunes, chaparral, pine-oak woodlands, desert scrub, sandy washes, and stream terraces with sycamores, cottonwoods, or oaks. This is a small, slender lizard with no legs, a shovel-shaped snout, smooth and shiny scales, and a blunt tail.
Suitable habitat is present within the project site, particularly within Gypsum Creek on the southwest portion of the site, within the oak/blue elderberry habitat. While this species was not observed during the field visits, suitable habitat exists within the project. Southern California legless lizard has a low to moderate potential to occur within the project site.
Coastal Whiptail. The coastal whiptail is an SSC. This species inhabits woodlands, riparian areas, and sparsely vegetated areas in a wide variety of habitats, including coastal sage scrub and sparse grassland. It occurs in valleys and foothills from Ventura County to Baja California.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 18 Suitable habitat is present within the project in Gypsum Creek. Although this species was not observed since the beginning of the 2019 surveys, the species has a moderate to high potential to occur within the project site.
Red-Diamond Rattlesnake. The red-diamond rattlesnake is an SSC. This species inhabits desert scrub, thornscrub, open chaparral, and woodland, and is occasionally found in grassland and cultivated areas. The red-diamond rattlesnake prefers rocky areas and dense vegetation. This species is known to the Morongo Valley in San Bernardino and Riverside counties to the west and south into Mexico.
Suitable habitat is present throughout the project site. Although this species was not observed since the beginning of the 2019 surveys, the species has moderate potential to occur within the project site.
Birds
Burrowing Owl. The burrowing owl is an SSC. This species inhabits open, treeless areas with low, sparse vegetation, usually on flat or gently sloping terrain, including grasslands, sparse scrub (cover less than 30 percent), farmland, airfields, airports, road embankments, cemeteries, urban vacant lots, desert areas, and other open habitat. It usually occupies ground squirrel burrows but may also utilize manmade structures such as culverts or debris piles, usually temporarily.
Suitable foraging habitat is present throughout the project site. This species was not observed during the least Bell’s vireo and coastal California gnatcatcher surveys, western spadefoot surveys, fairy shrimp surveys, and focused botanical surveys conducted on the site; therefore, the species has a low to moderate potential to occur within the project site.
Coastal Cactus Wren. The coastal cactus wren is an SSC. This species inhabits coastal sage scrub, nesting almost exclusively in thickets of cholla (Opuntia prolifera) and prickly pear (Opuntia littoralis) typically below 150 meters (500 ft) elevation. It can be found in coastal areas of Orange and San Diego counties, as well as extreme northwestern Baja California, Mexico.
Suitable habitat is present on the project site within the cactus scrub vegetation located on a southfacing slope. The species was observed within the project site during the 2021 coastal California gnatcatcher protocol survey.
Southwestern Willow Flycatcher. The southwestern willow flycatcher is a federal and State endangered species. This species is a rare and local breeder in extensive riparian areas of dense willows or (rarely) tamarisk, usually with standing water, in the southwestern United States and possibly extreme northwestern Mexico. The species winters in Central and South America below 6,000 ft elevation.
The species was observed within the project site during the 2021 coastal California gnatcatcher protocol survey. Foraging habitat is present on site; however, suitable nesting habitat is absent from the project site.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 19 White-Tailed Kite. The white-tailed kite is a CDFW fully protected species. This small and graceful raptor is largely white, with a black shoulder patch, white tail, red eye, and gray wings and mantle.
Kites inhabit grasslands, open scrubland, agricultural and ranch land, and disturbed fields, where they often forage by hovering in place while visually searching the ground for prey. Their diet is composed primarily of voles but is supplemented by smaller amounts of other small mammals, birds, reptiles, and invertebrates. They breed in trees or sparse woodland near their foraging grounds. Population levels are variable and closely track vole population trends, but recent decades have seen pronounced declines, likely driven by development of former open space and drought.
Suitably open habitat exists throughout the project site. In addition, kites may use large trees, particularly within Gypsum Creek, for nesting. Due to suitable nesting and foraging habitat, whitetailed kite has a moderate potential to forage and a low potential to nest within the project site.
Coastal California Gnatcatcher. The coastal California gnatcatcher is an FT species and an SSC. This small, insectivorous songbird is resident in coastal sage scrub throughout much of coastal Southern California from Ventura southwest to northwest Baja California (Atwood and Bontrager 2020), where it is found in extensive stands of California sagebrush, California buckwheat (Eriogonum californicum), and California encelia (Weaver 1998). Both sexes are gray with long tails and brownish wings; males display a prominent black cap during the breeding season. The call is a long, kitten-like mewing. The primary threats this species faces are habitat destruction and fragmentation due to development, as well as brood parasitism by the brown-headed cowbird (Molothrus ater) (Atwood and Bontrager 2020).
Encelia and coastal sage scrub occur on the southwest and southeast portions of the project site.
Three pairs of breeding gnatcatchers and two lone males were documented within the project site during the 2021 protocol surveys (see Appendix E, Protocol Coastal California Gnatcatcher Surveys).
Yellow Warbler. The yellow warbler is an SSC. This small, yellow songbird has a chestnut or redbrown streak on its head going from its beak to its back, with pronounced streaks on its breast. The yellow warbler is a resident in riparian woodlands in the western United States and northwestern Baja California. It is more widespread in brushy areas and woodlands during migration. During the winter, it occurs from western Mexico to northern South America. Migrants are widespread and common. One yellow warbler was visually observed within Gypsum Creek.
The species was observed within the project site during the 2021 least Bell’s vireo protocol survey.
Foraging habitat is present in the project site; however; suitable nesting habitat is absent.
Bats
Pallid Bat. The pallid bat is an SSC. This species is most common in open, dry habitats with rocky areas for roosting. It day roosts in caves, crevices, rocky outcrops, tree hollows or crevices, mines, and occasionally buildings, culverts, and bridges. Night roosts may be more open sites, such as porches and open buildings. The species is known to inhabit grasslands, shrublands, woodlands, and forests in western North America.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 20 Suitable habitat is present throughout the project site. Although this species was not observed during the bat survey, it has a high potential to occur within the project site.
Western Mastiff Bat. The western mastiff bat is a California species of special concern. This species occurs in many open, semi-arid to arid habitats, including conifer and deciduous woodlands, coastal scrub, grasslands, and chaparral. It roosts in crevices in vertical cliff faces, high buildings, and tunnels, and in palm fronds. This species travels widely when foraging.
Foraging habitat is present in the project site; however, suitable roosting habitat is absent. The species was detected within the project site during the 2021 focused bat surveys.
Pocketed Free-Tailed Bat. The pocketed free-tailed bat is an SSC. The distribution for this species appears to be limited to Southern California. The species roosts in crevices in a variety of habitats, but it is usually associated with high cliffs and rugged rock outcrops and is colonial. Colony sizes usually number fewer than 100 individuals. Diet consists primarily of large moths (probably Sphingidae) but also crickets, grasshoppers, flying ants, froghoppers, and leafhoppers (Pierson and Rainey 1998). The pocketed free-tailed bat is migratory but documented year-round in Southern California.
Foraging habitat is present in the project site; however, suitable roosting habitat is absent. The species was detected flying overhead within the project site during the 2021 focused bat surveys (see Appendix F, Focused Bat Surveys).
Big Free-Tailed Bat. The big free-tailed bat is an SSC. Relatively few roosts of this species have been found, but it is known to roost in rock crevices in high cliffs as well as in buildings and mines. This species is highly associated with arid, rocky habitats, Its diet consists primarily of large moths, but occasionally crickets, grasshoppers, and flying ants are consumed (Pierson and Rainey 1998). The big free-tailed bat is migratory but documented year-round in Southern California.
Foraging habitat is present in the project site; however, suitable roosting habitat is absent. The species was detected within the project site during the 2021 focused bat surveys.
Attachment D contains a list of the 38 species-status animals species known to occur within the project site vicinity along with their current status, habitat and distribution, and occurrence probability.
Other Roosting Bats
Section 4150 of the California Fish and Game Code protects nongame mammals, which are defined as any naturally occurring mammal in California that is not a game mammal, fully protected mammal, or fur-bearing mammal. Nongame mammals, which includes bats, bat roosts, and maternity colonies, may not be taken or possessed except as provided by the California Fish and Game Code or in accordance with applicable regulations.
Native trees species occur throughout the project as well as in Gypsum Canyon and provide habitat to native bats in the form of roosts, foraging, or maternity sites (in the case of foliage- or bridgedwelling bat species). Bats breed in late spring/early summer (April–August), with foliage-dwelling
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 21 species utilizing peeling bark, thick clumps of leaves, or cavities in trees, often alone or in small maternity colonies, and crevice-dwelling species utilizing rock outcrops and enclosed drainage and bridge structures for day roosting or maternity colonies.
Bats attempting to roost or breed in landscape trees or bridges can be subject to impacts from tree removal or trimming activities (e.g., the trimming of palm fronds) as well as bridge modifications and maintenance. Because bats have low reproductive turnover (i.e., most species have only one young per year) and high juvenile mortality, it can take many years for a colony or population of bats to recover from any impacts that result in mortality or even a decrease in reproductive ability.
Critical Habitat
There is no designated or proposed critical habitat for any species within the project site.
Regional/Local Regulations
City of Anaheim Tree Ordinance (18.112.070)
The project contains oak trees that meet the definition of “Specimen trees” as defined by the Mountain Park Specific Plan Municipal Ordinance (Section 18.112.070). A Specimen Tree permit application shall be required and submitted to the Planning and Building Department on forms provided for such purposes together with a filing fee as established by resolution of the City Council.
Any Specimen tree destroyed pursuant to a permit issued by the City shall be replaced on the same parcel, or in the public right-of-way located in the immediate vicinity, as directed by the City. All Specimen trees shall be replaced by four trees from the City’s Replacement Tree List (Table 18-B) in Section 18.18.040. In addition, per Municipal Code 18.112.070, each specimen tree removed will be replaced by additional trees chosen from Table 1, Mountain Park Tree List, up to an overall replacement ratio of 20 to 1.
Natural Community Conservation Plan and Habitat Conservation Plan, County of Orange, CentralCoastal Subregion The Natural Communities Conservation Planning Act was enacted to encourage broad-based planning to provide for effective protection and conservation of the State’s wildlife resources while continuing to allow appropriate development and growth (Natural Communities Coalition 2023).
NCCPs may be implemented that identify measures necessary to conserve and manage natural biological diversity within the planning area, while allowing compatible and appropriate economic development, growth, and other human uses. The County of Orange (County), in conjunction with State and federal resource agencies, local jurisdictions, utility companies; the Transportation Corridor Agencies (TCA); and major private landowners, prepared the NCCP/HCP for the CentralCoastal NCCP Subregion. The NCCP/HCP was approved on April 16, 1996, and the Implementation Agreement was executed on July 17, 1996. The NCCP/HCP is intended to ensure the long-term survival of special-status coastal sage scrub-dependent plant and wildlife species and certain other identified species and habitats while allowing for reasonable economic growth in accordance with State-sanctioned NCCP/HCP program guidelines. The NCCP/HCP provides CESA, FESA, and some level of CEQA coverage for an extensive list of species and associated habitats. The MPSP, which
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 22 includes the project site, is within the NCCP/HCP Plan Boundary was designated for residential development, and was a Covered Activity for which take was authorized.
Both the Irvine Company and the County of Orange are signatories to the NCCP/HCP and are therefore designated as Participating Landowners. As a Participating Landowners, the County and the Irvine Company are responsible for enforcing mitigation measures and other policies identified in the NCCP/HCP Implementation Agreement for properties located within the NCCP Subregional Plan.
The Irvine Company in November 2001 dedicated 11,000 acres to The Nature Conservancy (TNC) in the form of conservation easements, including The Nature Conservancy Anaheim Conservation Easement (TNC ACE). The TNC ACE is within the MPSP area and includes 911 acres within three parcels not within the project site. When the conservation easements were dedicated, agreements were made between The Irvine Company and The Nature Conservancy regarding permitted and prohibited uses. Any activities within the TNC ACE area must be approved by The Nature Conservancy. Public access must balance with the need to preserve and protect the natural ecological, scenic, and open space values of the property. These permitted uses are subject to specific provisions outlined in the TNC ACE and approval of The Nature Conservancy.
Subsequent to implementation of the NCCP/HCP, the project site was donated to the County of Orange by the Irvine Company, the MPSP property owner, as part of the conveyance of approximately 2,500 acres of land to the County of Orange in 2014. As part of this conveyance, a conservation easement was established over the bulk of the conveyed property. The land is now subject to the conservation easement conditions established when the land was donated in 2014.
When the conservation easement was established, the project site was identified as an “Unencumbered Parcel” and was excluded from the conservation easement and is not subject to the conditions of the conservation easement.
Jurisdictional Waters
The Clean Water Act (CWA) provides the primary means for the protection of WOTUS, including wetlands. Under Section 404 of the CWA, the USACE, under the Environmental Protection Agency (EPA), regulates the discharge of dredged and fill material into “Waters of the U.S., including wetlands”.
The CWA addresses “navigable waters,” defined in the statute as WOTUS. The USACE has further refined the definition through various Clean Water Rules, including wetlands as a subset of WOTUS.
Wetlands are those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas (33 Code of Federal Regulations [CFR] 328.3[b]; 40 CFR 230.3[t]). Wetlands generally contain three distinct parameters: hydrophytic vegetation, hydric soils, and wetland hydrology.
WOTUS generally not considered to be USACE jurisdictional include non-tidal drainage and irrigation ditches excavated on dry land, artificially irrigated areas, artificial lakes or ponds excavated on dry
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 23 land used for irrigation or stock watering, small artificial waterbodies such as swimming pools, and water-filled depressions (51 Federal Register 41, 217 1986). In addition, a Supreme Court ruling (South Waste Agency of North Cook County [SWANCC] vs. USACE, January 9, 2001) determined that the USACE exceeded its statutory authority by asserting CWA jurisdiction over “an abandoned sand and gravel pit in northern Illinois, which provides habitat for migratory birds.” Based solely on the use of such waters by migratory birds, the Supreme Court’s holding was strictly limited to waters that are “non-navigable, isolated, and intrastate.”
The Supreme Court further addressed the extent of the USACE’s jurisdiction in the consolidated cases Rapanos v. United States (No. 04-1034) and Carabell v. United States (No. 04-1384) (USACE and EPA 2007), referred to as “Rapanos.” In Rapanos, a sharply-divided Court issued multiple opinions, none of which garnered the support of a majority of justices. This created substantial uncertainty as to which jurisdictional test should be used in routine jurisdictional determinations.
The Ninth Circuit Court of Appeal, which encompasses California, answered this in Northern California River Watch v. City of Healdsburg (August 11, 2006). In this case, the Court held that thenJustice Anthony Kennedy’s opinion in Rapanos provided the controlling rule of law. Under that rule, wetlands or other waters that are not navigable are subject to USACE jurisdiction if they have “a significant nexus to waters that are navigable in fact.” As Justice Kennedy explained, whether a “significant nexus” exists in any given situation will need to be decided on a case-by-case basis, depending on site-specific circumstances. The EPA and the USACE subsequently developed an instructional guidebook on how to apply these rulings for all future jurisdictional determinations (USACE and EPA 2007) as well as a memorandum providing guidance to implement the U.S.
Supreme Court’s decision in Rapanos (Grumbles and Woodley 2007).
On January 18, 2023, the USACE published the final Revised Definition of Waters of the United States (88 Federal Register 2004). On March 25, 2023, the U.S. Supreme Court modified the January 2023 definition of WOTUS in Sackett v. Environmental Protection Agency (No. 21-454), herein referred to as Sackett. Specifically, Sackett considered the “significant nexus” standard established under Rapanos to be inconsistent with the CWA, while upholding the plurality standard that the USACE jurisdiction is limited to WOTUS that are “relatively permanent, standing or continuously flowing bodies of water” that can be described in ordinary parlance as “streams, oceans, rivers, and lakes.” The Supreme Court further affirmed that wetlands can be considered WOTUS when a continuous surface connection to bodies that are WOTUS are present and that no clear boundary exists between WOTUS and wetlands. Sackett further revised the CWA by removing interstate wetlands from consideration as WOTUS.
On September 8, 2023, the USACE published a final rule conforming the January 2023 rule with the Sackett decision, removing the “significant nexus” standard. The amended rule is operative in California.
The USACE issued an Approved Jurisdictional Determination for the project site in July 2022 this determination is consistent with the definition of waters as defined in the September 2023 rule(see Appendix G).
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 24 The CDFW, under Sections 1600 through 1616 of the California Fish and Game Code, regulates alterations to lakes, rivers, and streams (defined by the presence of a channel bed and banks, and at least an intermittent flow of water) where fish or wildlife resources may be adversely affected.
The Regional Water Quality Control Board (RWQCB) is responsible for the administration of Section 401 of the CWA. Typically, the areas subject to jurisdiction of the RWQCB coincide with those of the USACE (i.e., waters of the United States, including any wetlands). The RWQCB may also assert authority over “waters of the State” under waste discharge requirements pursuant to the PorterCologne Water Quality Control Act. However, Gypsum Creek and two unnamed tributaries to Gypsum Creek were identified within the delineation and, in this case, were determined to be jurisdictional (Figure 2). Additionally, two other drainage features located on the east side of the project were also determined to be jurisdictional. One roadside ditch and six basins were determined to be nonjurisdictional. Gypsum Creek was determined to be a nonwetland WOTUS/water of the State and CDFW riparian. The two unnamed drainage features were also determined to be nonwetland WOTUS/waters of the State and CDFW streambed. Both temporary and permanent impacts are summarized (see Table C).
Table C: Summary of Jurisdictional/Nonjurisdictional Features Feature
USACE Waters of the
United States
(acres)
RWQCB Waters of
the State
(acres)
CDFW
Streambeds/
Riparian (acres)
Drainage 1 Gypsum Creek 1.94 4.31 4.31
Drainage 1 A 0.02 0.03 0.03
Drainage 1 B 0.33 1.04 1.04
Drainage 2 0.12 0.12 0.12
Drainage 3 0.08 0.08 0.08
Roadside Ditch (Nonjurisdictional) (Nonjurisdictional) (Nonjurisdictional) Basin 1 (Nonjurisdictional) (Nonjurisdictional) (Nonjurisdictional) Basin 2 (Nonjurisdictional) (Nonjurisdictional) (Nonjurisdictional) Basin 3 (Nonjurisdictional) (Nonjurisdictional) (Nonjurisdictional) Basin 4 (Nonjurisdictional) (Nonjurisdictional) (Nonjurisdictional) Basin 5 (Nonjurisdictional) (Nonjurisdictional) (Nonjurisdictional) Basin 6 (Nonjurisdictional) (Nonjurisdictional) (Nonjurisdictional) Total 2.49 5.58 5.58
Source: Jurisdictional Delineation Report, Gypsum Canyon Cemetery, Anaheim, California (LSA 2021).
CDFW = California Department of Fish and Wildlife
RWQCB = Regional Water Quality Control Board
USACE = United States Army Corps of Engineers
IMPACT FINDINGS AND RECOMMENDED AVOIDANCE AND MITIGATION MEASURES The following impact assessment and recommended avoidance and mitigation measures are intended to support the CEQA review process. The project, as currently proposed by the Applicant, coupled with LSA’s survey results, experience in the region, and review of biological literature, provided the basis for this analysis. The impact discussion below addresses the impacts of the proposed project and compares the impacts to biological resources identified in FEIR No. 331 and identifies appropriate standard conditions and mitigations adopted as part of FEIR No. 331 that
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 25 avoid, reduce, or compensate for such impacts. No additional measures beyond those identified in FEIR No. 331 have been identified to address the impacts to biological resources identified in this report .
SPECIAL-STATUS NATURAL COMMUNITIES
Riparian
Per the Mountain Park Impacts to NCCP/HCP covered plant communities, coastal sage scrub is considered sensitive by the resource agencies. Due to the sensitivity of the communities, their support of several sensitive species and the fact that the impacts to these communities would substantially reduce their regional distribution, impacts in most circumstances would be considered potentially significant. However, as assessed under the NCCP/HCP, impacts to these plant communities will not have a substantial adverse effect on the habitat types or species using them, and NCCP/HCP mitigation (i.e., the Reserve) assures full mitigation of development impacts. FEIR No. 331 notes that there will be 200.1 acres of primary impacts to this vegetation community; however, the impacts within the project area are 25.12 acres.
As shown on Figure 4, Vegetation, the proposed project would permanently remove up to 2.61 acres of coast live oak/Mexican elderberry woodland, which is considered a sensitive natural community.
If unmitigated, these impacts on sensitive natural communities and protected trees would be considered potentially significant. Therefore, SC 2-3 is recommended to compensate for the loss of coast live oak trees. Impacts to coast live oak/Mexican elderberry woodland associated with the proposed project would be mitigated through compliance with Section 19.112.070 of the City Municipal Code, which required replacement of Specimen Trees and through the establishment of the NCCP/HCP Reserve and the Conservation Easement established in 2014. As outlined in FEIR No. 331, the full development impacts to coast live oak/Mexican elderberry woodland were provided by the NCCP/HCP Reserve. With implementation of SC 2-3 and through the establishment of the NCCP/HCP Reserve, Anaheim Conservation Easement and 2014 Conservation Easement, potential impacts to coast live oak/Mexican elderberry woodland are considered less than significant.
The 2.44 acres of riparian vegetation present in varying densities within and adjacent to Gypsum Creek and considered a sensitive natural community by CDFW would be temporarily impacted by the proposed project. Any impacts to riparian habitat shall be avoided to the maximum extent possible during construction activities. With implementation of Standard Condition 6-1 and MM 6-1, impacts associated with the loss of riparian habitat are considered reduced to a less than significant level.
SC 2-3 Tree replacement shall be conducted consistent with Section 18.112.070. Prior to approval of grading plans, the property owner/developer shall provide a Specimen Tree Removal Plan to the Planning Department demonstrating that the Proposed Project has been designed in accordance with the provisions of Chapter 18.112.070 and required tree replacement. The Specimen Tree Removal Plan will include an inventory of directly and indirectly affected trees shall be determined either by referencing existing tree inventory data collected on the subject property or having a qualified arborist conduct an assessment based on the final, approved limits of
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 26 development. The tree inventory will determine the species, number, sizes, and health of all trees to be impacted by the approved project and will be used to determine compensation ratios based on City requirements. Protected trees shall not be removed or trimmed without proper City permits. All Specimen Trees shall be replaced by four trees from the City’s Replacement Tree List (Table 18-B) in Section 18.18.040. In addition, per Municipal Code 18.112.070 each specimen tree removed will be replaced by additional trees chosen from Table 1 Mountain Park Tree List, up to an overall replacement ratio of 20 to 1. Compensatory planting should be conducted within the portion of the project site that would remain undeveloped under the approved plans, or at an off-site location as approved by the City.
SC 6-1 Prior to approval of mass or rough grading plans impacting jurisdictional areas, the property owner/developer shall provide written evidence to the Department of Public Works/Planning & Building Department of compliance with the provisions of Section 1602 of the California Fish and Game Code. This shall be accomplished by providing a copy of the executed Streambed Alteration Agreement. Mass or rough grading plans shall include identification of Environmentally Sensitive Areas (ESA) and shall show placement of orange fencing or similar material to delineate and avoid jurisdictional features adjacent to the construction area.
Construction Site Housekeeping
MM 6-1 Prior to issuance of grading or building permits initiation of construction activities, the property owner/developer shall retain a project biological monitor approved by both the United States Fish and Wildlife Services and California Department of Fish and Game. The project biological monitor shall ensure that all permit conditions are met, all Mitigation Measures are properly implemented, and that the project complies with all Standard Conditions and project design features. The project biological monitor shall also be present during any pre-grade meetings, mass grading operations, and periodically during construction to ensure that sensitive resources designated for preservation are properly protected. Beginning with the initiation of construction or grading activities, the project biological monitor shall submit monthly status reports to the Planning Department to demonstrate compliance with this measure. Additionally, the following construction site housekeeping measures shall be incorporated into all conditions of approval for grading and building permits and compliance verified during construction by the biological monitor.
• To prevent inadvertent entrapment of animals during the construction phase of a project, all excavated, steep-walled holes or trenches more than 2 ft deep shall be covered at the close of each working day by plywood or similar materials. If the trenches cannot be closed, one or more escape ramps constructed of earthen-fill or wooden planks shall be installed. Before such holes or trenches are filled, they shall be thoroughly inspected for trapped
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 27 animals. In the case of trapped animals, escape ramps or structures shall be installed immediately to allow the animal(s) to escape. • For the duration of construction activities, all food-related trash items such as wrappers, cans, bottles, and food scraps shall be disposed of in securely closed containers and removed at least daily from the construction site. • Pets, such as dogs or cats, shall not be permitted on the project site during construction to prevent harassment, injury, or death of wildlife in the project vicinity.
• Use of rodenticides and herbicides in project sites shall be restricted. This is necessary to prevent primary or secondary poisoning of predators and the depletion of prey populations on which they depend. All uses of such compounds shall observe label and other restrictions mandated by the United States Environmental Protection Agency, the California Department of Food and Agriculture, and other State and federal legislation.
Waters Delineation and Protection
MM 6-2 Prior to the approval of mass or rough grading plans issuance of grading permits impacting jurisdictional areas, the property owner/developer shall provide a wetland mitigation plan approved by the ACOE (for Section 404 areas) and CDFWG (for the Section 1602 areas) to the Department of Public Works. A total of 14.1 acres of riparian mitigation are necessary to offset the loss of ACOE and CDFWG jurisdictional areas as a result of the Proposed Project. A Conceptual Wetland and Riparian Habitat Mitigation Plan has been prepared by LSA (February, 2005). The purpose of the mitigation plan is to:
• Create (establish), restore, or enhance wetland/riparian habitats on site to the maximum extent practicable to minimize the on-site loss of ACOE and CDFW jurisdictional acreage and function, and provide off-site mitigation for the remainder of the impacts;
• To implement, to the extent practicable, off-site mitigation in the Santa Ana River watershed, as close to the study area as possible or otherwise at a key ecological site;
• To return jurisdictional habitats that are temporarily disturbed during construction to pre-construction conditions; and,
• To ensure that adjacent non-jurisdictional habitats are protected. • The project disturbance limits shall be clearly marked with construction fencing (or other highly visible material), and construction/materials staging and vehicle/equipment maintenance and fueling areas shall be located at least 100 ft away from Gypsum Canyon Channel, where feasible.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 28 • To minimize temporary disturbances, all project-related vehicle traffic shall be restricted to established roads, construction areas, and other designated areas.
The preferred on-site mitigation approach shall be approved by the ACOE, CDFW and RWQCB during the permitting process. One possible component of the on-site mitigation, to address the impacts of the box extension on the already disturbed Gypsum Creek channel, could include a rebuilt creek as a low-flow riparian corridor through the canyon mouth area. Conceptually, the box extension shall act as a highflow by-pass that efficiently conveys the more intense and destructive flood flows.
The riparian corridor shall extend upstream to the road crossing of Gypsum Creek.
The riparian corridor shall consist of a riverine channel flanked by planted embankments. The riverine channel would be soft bottom and the riparian vegetated floor would be nurtured by low and seasonal run-off diverted into it from a channel split from the new box culvert opening. This "splitter" shall consist of a junction opening that becomes a tunnel that would accommodate storm flows as well as wildlife movement under the road crossing to the riparian corridor.
With implementation of SC 2-3, SC-6-1 and MM 6-1 and 6-2, impacts to existing special natural communities in the project site, as well as locally protected trees, would be effectively mitigated.
Impacts to special-status natural communities would be considered less than significant under CEQA.
SPECIAL-STATUS SPECIES
No special-status plant species were observed or are expected to occur within the project site or be adversely affected by the project.
Several special-status animal species (and nesting birds) have the potential to be directly impacted during vegetation removal and mass grading activities. In addition, several special-status animal species have the potential to be indirectly affected during construction activities through increased noise, vibration, lighting, and dust. Such indirect disturbance has the potential to affect foraging patterns and disorient special-status bird species that have the potential of occurring in adjacent habitat areas. Increased anthropogenic disturbance and waste (e.g., litter) during and following project construction could also attract predators of special-status species to the project vicinity.
Given that (1) the project is situated at a higher grade, (2) there is spatial separation between proposed project infrastructure and Gypsum Canyon to the west of the project site, (3) the project is sited near SR-91, and (4) operational lighting would have minimal spill into adjacent habitats, longterm significant indirect effects to special-status species are not anticipated.
Indirect temporary effects on hydrology and water quality could occur during construction. Such effects include a potential increase in erosion and sediment transport into adjacent or downstream aquatic areas. Chemical spills or leaks of fuel, transmission fluid, lubricating oil, or motor oil from construction equipment could also contaminate waters and degrade their quality. These potential indirect effects to hydrology and water quality would be avoided or substantially minimized through the implementation of best management practices (BMPs), project design features, and a Water Quality Management Plan and/or a Stormwater Pollution Prevention Plan (if required). As such,
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 29 significant indirect impacts to water quality—and any aquatic species occurring in adjacent aquatic habitats—are not anticipated.
The project site contains suitable nesting habitat for ground-nesting birds and for other birds that are protected while nesting. Riparian woodland adjacent to the project site serves as suitable nesting habitat for various common and special-status bird species. Construction activities that occur during the nesting bird season (February1 through September 15) have potential to result in the direct or indirect take of nesting birds.
Potential direct and indirect impacts on special-status wildlife species would be considered potentially significant. The implementation of Mitigation Measures as summarized below, would effectively avoid or minimize any impacts on special-status wildlife species and nesting birds.
Summary of Impacts
The project has documented several observed special-status wildlife species within the project site.
These species will be affected by the mass grading and construction work involved to create the project site. Other indirect effects from the project to special-status and wildlife species would be through the attraction of predators and increased levels of noise, vibration, lighting, and dust during construction activities. There is also the potential for temporary indirect effects to water quality during construction, which could lead to habitat degradation. To avoid or minimize such impacts, Standard Conditions 6-1, 6-2, 6-3, 6-4, 6-5, 6-6, and 6-7 and Mitigation Measures 6-1, 6-2, 6-3, 6-4, 6-5, and 6-6 are recommended.
Sensitive Bird Species and Nesting Protection
Successful avoidance of direct and indirect disturbance to nesting birds during construction would ensure compliance with applicable provisions of the California Fish and Game Code, the Migratory Bird Treaty Act, and other State and federal regulations that afford protections to nesting birds (including species listed under CESA and FESA, such as least Bell’s vireo).
MM 6-3 Prior to approval of mass or rough grading plans a grading permit, the property owner/developer shall submit copies of contractor specifications to the Department of Public Works/Planning & Building Department that include the following note:
“Initial clearing of vegetation that has been identified as being used by the southwestern willow flycatcher shall be conducted outside of the breeding season or with the presence of a biological monitor during the breeding season to ensure that no individuals of this species are directly impacted. The breeding season for the southwestern willow flycatcher is between May 15 and July 31.” Following completion of initial clearing of vegetation, the project biological monitor shall provide written evidence to the Planning & Building Department that this measure has been completed.
MM 6-6 Prior to approval of mass or rough grading plans issuance of a grading permit, the property owner/developer shall submit copies of contractor specifications to the Department of Public Works/Planning & Building Department that include the following requirements to protect nesting birds regulated by the Migratory Bird
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 30 Treaty Act: “When feasible, vegetation removal activities shall be scheduled between July 16 and February 14 to avoid the nesting season. This would ensure that no active nests would be disturbed and that removal could proceed rapidly. If vegetation removal activities shall occur during the nesting season (February 15 to July 15), all suitable habitat shall be thoroughly surveyed for the presence of nesting birds by a qualified biologist prior to removal. If any active nests are detected, the area shall be flagged, along with a minimum 50-foot buffer (buffer may range between 50 and 300 feet as determined by the monitoring biologist) and shall be avoided until the nesting cycle is complete or it is determined by the monitoring biologist that the nest has failed.” In addition, a biologist shall be present on the site to monitor the vegetation removal to ensure that nests not detected during the initial survey are not disturbed. The project biological monitor shall provide written notification to the Planning & Building Department that these requirements have been accomplished following completion of grading activities associated with each grading permit.
Bat Protection
Suitable habitat is present in the Gypsum Creek culvert beneath SR-91, which is a known bat roost site located at the northwest corner of the project. Potential roost sites were also identified in mature trees and snags that occur primarily along the perimeter of the project. These trees and snags include the mature oaks (Quercus agrifolia) and sycamores (Platanus racemosa) within the Gypsum Creek drainage, at the upper reaches of the deep ravine bordering the eastern side of the project, and in the parking area at the western end of the site. These trees contain large dead limbs, exfoliating bark, and hollows that could provide habitat for crevice- or cavity-roosting bats. Foliageroosting bats may also use these trees and may also use the willows (Salix sp.) and cottonwoods (Populus fremontii) within the constructed basins. Although no crevices or cavities suitable for bats were observed at the rock outcrops at the large, graded area in the southeast portion of the project and in the deep ravine along the eastern boundary, rock outcrops scattered throughout the hillsides in the open space south of the project likely provide day-roosting habitat for a variety of bat species.
The removal of any mature trees and snags suitable for use by bats shall be performed outside the bat maternity season (April 1 through August 31) to avoid direct impacts to nonvolant (flightless) young. This period also coincides with the bird nesting season. If trimming or removal of trees during the bat maternity season cannot be avoided, a CDFW-approved bat biologist will survey the trees to determine whether they serve as maternity roosts. If a maternity roost is found, a buffer will be established and the tree will not be removed until the conclusion of the maternity season. To avoid, minimize and mitigate potential impacts to bats (including maternity colonies) roosting in the proposed project site, MM 6-5 has been augmented to include additional provisions to address potential lighting impacts from Gypsum Canyon Road and preconstruction surveys.
MM 6-5 Prior to approval of street improvement plans for Gypsum Canyon Road, the property owner/developer shall submit copies of contractor specifications to the Department of Public Works/Planning and Building Department that include the following requirements to protect the summer roost of Yuma myotis within the Gypsum Canyon culverts under the 91 Freeway and within Gypsum Creek: (1)
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 31 construction activities to lengthen the culverts shall be scheduled outside of the critical breeding time (May April 1 through August 1531) to avoid direct impacts; (2) if construction must occur between May April 1 and August 1531, all construction activities shall occur outside the current culverts and no deeper than 25 feet inside the culverts to avoid a negative effect on the colony, (3) no night work shall occur around the culvert openings and only construction lighting necessary for safety purposes shall be used near the culvert openings and 4) design lighting such that minimize light trespass into adjacent habitat. All lighting fixtures will have light shields or similar devices (e.g., Dark Sky-compliant lighting) installed to minimize illuminance above the site and avoid light trespass into Gypsum Creek and other adjacent open space areas. The color temperature of the light emitted by the luminaires should be less than 2700 Kelvin to minimize adverse effects to wildlife, including bats. The specifications shall be prepared by a CDFW approved bat biologist. Following completion of construction activities associated with the culverts, the project biological monitor shall provide written notification to the Planning Department that the contractor specifications have been complied with.
The specifications shall also include the conduction of a bat habitat assessment of suitable roosting trees prior to construction. If trimming or removal of suitable roosting trees are identified within the project work area, a CDFW approved bat biologist will work with the construction contractor during the trimming and removal process. Trees and snags that have been identified as confirmed or potential roost sites require a two-step removal process and the involvement of the bat biologist to ensure that no roosting bats are killed during this activity. This twostep removal shall occur over 2 consecutive days as follows. On Day 1, branches and limbs not containing cavities, as identified by a qualified bat biologist, will be removed. On Day 2, the remainder of the tree may be removed without supervision by a bat biologist. The disturbance caused by limb or frond removal, followed by an interval of 1 evening, will allow bats to safely abandon the roost.
CRITICAL HABITAT
The project would not result in impacts to designated or proposed critical habitat.
JURISDICTIONAL IMPACTS
Because of the site’s history and topography, most of the site does not support streams or other waters subject to the jurisdiction of the USACE (Clean Water Act Section 404), CDFW (Fish and Game Code Section 1600) or RWQCB (CWA Section 401 or the Porter-Cologne Water Quality Control Act.) However, there are some drainage courses/riparian areas in the bottom of Gypsum Canyon along the western and southern edges of the site, as well as some ephemeral drainage courses in the northeastern and eastern portions of the site that are within the jurisdiction of all three agencies.
Road access to the site would likely require some modification to Gypsum Creek. Direct impacts to Gypsum Creek caused by the construction of the bridge and grading of the property are outlined in Table D, Jurisdictional Impacts.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 32 Table D: Jurisdictional Impacts
Feature
USACE/ Impacts (acres) RWQCB/CDFW Impacts (acres)
Permanent Temporary Permanent Temporary
Drainage 1 Gypsum Creek – 0.36 – 0.69
Drainage 1 A – – – –
Drainage 1 B – – – –
Drainage 2 0.01 – 0.01 –
Drainage 3 – – – –
Source: Jurisdictional Delineation Report, Gypsum Canyon Cemetery, Anaheim, California (LSA 2021).
CDFW = California Department of Fish and Wildlife
RWQCB = Regional Water Quality Control Board
USACE = United States Army Corps of Engineers
Drainage two will be directly impacted from grading, resulting in permanent impacts to WOTUS (0.01 acre) and waters of the State (0.01 acre). Gypsum Creek will result in temporary impacts from the construction of the bridges used to access the site, temporary impacts to WOTUS (0.36 acre) and waters of the State (0.69 acre). The total impacts to WOTUS (0.37 acre) non-wetland waters will be less than what is proposed in FEIR No. 331, which is 6.25 acres. The RWQCB and CDFW impacts to jurisdictional streambeds will total 0.70 acres and is less than what is proposed in FEIR No. 331 for the primary impact area (8.27 acres). The impacts to the drainage features within the project area will be less than the sum in the FEIR No. 331 On-site Project Impacts section.
To reduce impacts to the maximum extent possible, all drainage features that are within and adjacent to the project boundary will be fenced off to reduce incidental impacts during construction.
An approved jurisdictional delineation was provided by the USACE. Drainages that are impacted by construction shall be mitigated as noted in MM 6-2. To avoid inadvertent impacts to adjacent jurisdictional waters and to provide consistency with the Mountain Park Specific Plan Amendment, Standard Conditions 6-1, 6-2, and 6-3 will reduce additional impacts.
SC 6-2 Prior to approval of mass or rough grading plans impacting jurisdictional areas, the property owner/developer shall provide the Department of Public Works/Planning & Building Department with a copy of the executed Section 404 permit obtained from the Army Corp of Engineers (ACOE). Mass or rough grading plans shall include identification of Environmentally Sensitive Areas (ESA) and shall show placement of orange fencing or similar material to delineate and avoid jurisdictional features adjacent to the construction area.
SC 6-3 Prior to approval of mass or rough grading plans, the property owner/developer shall provide the Department of Public Works/Planning & Building Department with a copy of the Section 401 water quality certification obtained from the Regional Water Quality Control Board (RWQCB). Mass or rough grading plans shall include identification of Environmentally Sensitive Areas (ESA) and shall show placement of orange fencing or similar material to delineate and avoid jurisdictional features adjacent to the construction area.
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 33
WILDLIFE MOVEMENT AND HABITAT CONNECTIVITY
The wildlife species that occur in the project vicinity would be introduced to new effects to the area.
The noise, vibration, light, dust, or human disturbance within construction areas would temporarily deter wildlife from using areas in the immediate vicinity of construction activities. These indirect effects could temporarily alter migration behaviors, territories, or foraging habitats in select areas.
The constructing activities would likely have a temporary effect to wildlife. However, because of the footprint of the proposed project adjacent to Gypsum Creek and the increased traffic use of the area, daily site visits, and grounds maintenance activities, these would not be temporary effects and would alter their normal functions for the duration of the project construction and during operation of the proposed project. The proposed project would not place permanent barriers within Gypsum Creek that would impede wildlife movement. This assessment is consistent with that of FEIR No. 331 Wildlife Movement Within the Study Area. It is noted that the Gypsum Canyon underpass and culverts are not likely to be utilized as a “wildlife crossing by more selective animals: deer, bobcat, gray fox, or mountain lion” (Draft EIR No. 331 2005). Given the reduced intensity of development associated with operation of the proposed project compared to the approved development in FEIR No. 331, potential impacts to wildlife movement by the proposed project would be substantially less than identified in FEIR No. 331 and are considered less than significant. Implementation of measures SC 2-3, SC 6-1, SC 6-2, SC-6-3, MM 6-1, 6-5 would further avoid and or minimize impacts to wildlife movement within the project site during construction or operation of the proposed project.
CONSISTENCY WITH ADOPTED HABITAT CONSERVATION PLAN/NATURAL
COMMUNITY CONSERVATION PLAN
As previously covered under Special-Status Natural Communities, project construction activities would result in the removal of trees protected under local ordinances. Implementation of SC 2-3 would ensure that the project would comply with local polices related to the protection and conservation of protected trees. The impact would be considered less than significant with mitigation incorporated, and no additional measures are warranted.
Focused surveys were conducted for “Identified species”: coastal California gnatcatcher and western spadefoot (Covered Species), and San Diego fairy shrimp (conditionally covered). The NCCP/HCP is implemented to allow for direct, indirect, and cumulative impacts to “identified species" regardless of the number or distribution of the species within the NCCP development area. The San Diego fairy shrimp is “conditionally covered”, meaning it receives regulatory coverage under the NCCP/HCP subject to the implementation of specific conditions. This species was not identified within the project site. Therefore, compliance with the conditions of the NCCP/HCP, all direct, indirect, and cumulative impacts under CEQA and the National Environmental Policy Act to covered habitats and identified species resulting from development within designated development areas owned by NCCP/HCP participating landowners are considered fully mitigated.
Natural Community Conservation Plan and Habitat Conservation Plan, County of Orange, Coastal Subregion
Because the potential cemetery site supports the proposed threatened western spadefoot and federally listed as threatened coastal California gnatcatcher, authorization of take of these species would be required. Such authorization is provided pursuant to the NCCP/HCP for the portion of the
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 34 site that was formerly owned by the Irvine Company. The USFWS will require verification that the Irvine Company authorizes utilization of its take authorization by the Orange County Cemetery District for the coastal California gnatcatcher and western spadefoot. Beyond the County of Orange’s verification of take authorization, the requirements of the NCCP/HCP are fairly perfunctory and involve notification to the USFWS and the CDFW, and implementation of a number of construction minimization measures—principally monitoring—during vegetation clearing and grading.
During construction activities, the project (i.e., grading and vegetation clearing) could directly affect habitat used for foraging and potential nesting by the Crotch bumble bee. Construction activities, including grading and vegetation clearing, will affect special-status amphibian and reptile species.
These species include red diamond rattlesnake, Southern California legless lizard, and western spadefoot. These amphibian and reptile species live or estivate underground and surface to reproduce, sun, or forage. SC 6-4 from FEIR No. 331 identifies compliance with the NCCP/HCP and has been refined to reflect the presence of western spadefoot and the presence of potential foraging and ground nesting habitat for Crotch bumble bee. With implementation of SC 6-4, which requires compliance with the NCCP/HCP, potential impacts to covered species under the NCCP/HCP and potential Crotch bumblebee habitat are considered less than significant.
NCCP/HCP Construction-Related Minimization Measures
To the maximum extent practicable, no grading of coastal sage scrub habitat that is occupied by nesting gnatcatchers will occur during the breeding season (February 15 through July 15). It is expressly understood that this provision and the remaining provisions of these “construction-related minimization measures” are subject to public health and safety considerations. These considerations include unexpected slope stabilization, erosion control measures, and emergency facility repairs. In the event of such public health and safety circumstances, landowners or public agencies/utilities will provide USFWS/CDFW with the maximum practicable notice (or such notice as is specified in the NCCP/HCP) to allow for capture of gnatcatchers, cactus wrens, and any other coastal sage scrub Identified Species that are not otherwise flushed, and will carry out the following measures only to the extent as practicable in the context of the public health and safety considerations.
SC 6-4 Prior to approval of mass or rough any grading plans, the project biologist shall review the following contract specifications to verify that the following measures to minimize impacts to the coastal California gnatcatcher, western spadefoot and other coastal sage scrub (CSS) species or species covered by the Central/Coastal NCCP/HCP have been included on the specifications. The project biologist shall provide written evidence to the Department of Public Works in the form of a note on the grading plans that this condition has been completed. • To the maximum extent practicable, no grading of coastal sage scrub (CSS) habitat that is occupied by nesting gnatcatchers will occur during the breeding season (February 15 through July September 15). It is expressly understood that this provision and the remaining provisions of these “construction-related minimization measures” are subject to public health and safety considerations.
These considerations include unexpected slope stabilization, erosion control
BI O L O G I C A L RE S O U R C E S AS S E S S M E N T
MAY 202 4
GY P S U M C A N Y O N CE M E T E R Y
A N A H E I M , C A L I F O R N I A
\\aznasunifiler1\projects\OCC1901\Addendum\City Comments 3-27-24\Final Submittal\BRA\Gypsum_Canyon_BRA_051424.docx (05/16/24) 35 measures and emergency facility repairs. In the event of such public health and safety circumstances, landowners or public agencies/utilities will provide United State Fish and Wildlife Service/California Department of Fish and Wildlife (USFWS/CDFWG) with the maximum practicable notice (or such notice as is specified in the Natural Communities Conservation Program/Habitat Conservation Plan (NCCP/HCP) to allow for capture of gnatcatchers, cactus wrens, and any other CSS Identified Species that are not otherwise flushed, and will carry out the following measures only to the extent as practicable in the context of the public health and safety considerations. • Prior to commencement of grading operations or other activities involving significant soil disturbance, all areas of CSS habitat to be avoided under the provisions of the NCCP/HCP, shall be identified with temporary fencing or other markers clearly visible to construction personnel. Additionally, prior to the commencement of grading operations or other activities involving disturbance of CSS, a survey will be conducted to locate gnatcatchers and cactus wrens within 100 feet of the outer extent of projected soil disturbance activities and the locations of any such species shall be clearly marked and identified on the construction/grading plans.