Highland Park Dam Mitigation Project Appendix C - Partners for ...

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Proposed Cross-Sections Model GR 580 680 579 682 578 688 576 694 573.6 707 GR 573.6 729 572.85 732.5 573.6 736 573.6 779 577 783 GR 582 817 584 822 586 827 588 830 590 835 GR 594 840 592 840 596 843 594 846 598 851 GR 596 852 598 865 600 902 602 947 604 994 GR 606 1045 608 1098 610 1132 612 1159 614 1177 * CROSS-SECTION 6 X124.486 71 714 780 18 18 18.5 GR 614 0 612 15 610 21 608 26 606 31 GR 604 37 602 41 600 47 598 53 596 60 GR 594 71 594 105 592 118 590 173 590 218 GR 590 326 591 369 592 385 592 395 592 455 GR 590 467 590 480 588 580 588 581 586 595 GR 586 600 584 605 584 610 582 619 582 620 GR 580 680 579 682 578 688 576 694 572.08 714 GR 571 718 570 723 570 728 569 733 568.93 733 GR 569 738 570 743 570 748 570 753 570.32 758 GR 571 763 571 768 571 773 572 778 572.08 780 GR 577 783 582 817 584 822 586 827 588 830 GR 590 835 594 840 592 840 596 843 594 846 GR 598 851 596 852 598 865 600 902 602 947 GR 604 994 606 1045 608 1098 610 1132 612 1159 GR 614 1177 * CROSS-SECTION 5 - ELEVATION 571.2 DAM ROCK STR X124.495 58 914 988 42 39 40 GR 614 0 612 9 611 65 612 171 610 180 GR 608 185 606 190 604 194 602 199 600 203 GR 598 208 596 215 594 277 592 298 590 375 GR 591 512 590 562 589 592 590 636 588 787 GR 586 800 584 809 582 823 580 880 576.03 896 GR 573.5 903 572.14 914 571.56 916 571.2 921 571.2 927 GR 571.2 933 571.2 938 571.2 944 571.2 951 571.2 956 GR 571.2 961 571.2 968.5 570.45 972 571.2 975.5 571.2 982 GR572.14 988 582 1009 584 1015 586 1019 588 1023 GR 590 1027 592 1032 594 1038 596 1045 598 1057 GR 600 1094 602 1140 604 1187 606 1237 608 1291 GR 610 1324 612 1351 614 1369 * CROSS-SECTION 4 - ELEVATION 572.7 DAM ROCK STR X124.504 60 703 789 16 12 14 GR 612 0 610 9 608 15 606 19 604 23 GR 602 28 600 32 598 37 596 45 594 107 GR 592 123 590 190 589 318 590 430 588 603 GR 586 615 584 625 582 661 580 691 577.76 699 GR576.03 703 572.7 703 572.7 707 572.7 712 572.7 717 GR 572.7 722 572.7 727 572.7 732 572.7 736.5 571.95 740 GR 572.7 743.5 572.7 747 572.7 752 572.7 757 572.7 762 GR 572.7 767 572.7 772 572.7 777 572.7 782 572.7 787 GR 572.7 789 576.25 796 578.09 803 582 809 584 814 GR 586 818 588 823 590 826 592 830 594 834 GR 596 839 598 844 600 865 602 914 604 937 GR 606 984 608 1023 610 1069 612 1121 614 1174 * THIS IS THE DAM STRUCTURE - REVISED X124.513 58 742 816 17 16 17 GR 614 0 612 9 610 15 608 19 606 25 GR 604 30 602 36 600 45 598 78 596 125 GR 594 140 592 620 590 646 588 668 586 688 GR 584 696 582 713 576.07 731 576.07 741 575.98 741.8
Proposed Cross-Sections Model GR575.96 742 575.7 745 575.4 750 575.0 755 574.6 760 GR574.24 765 574.17 766.5 574.24 770 574.26 775 574.2 780 GR574.21 785 574.27 790 574.26 791.5 574.53 795 574.92 800 GR575.31 805 575.70 810 576.02 814 576.17 816 576.25 817 GR 577 824 582 836 584 843 586 847 588 852 GR 590 855 592 859 594 863 596 867 598 872 GR 600 894 602 942 604 969 606 1002 608 1044 GR 610 1093 612 1143 614 1195 * CROSS-SECTION 2B X124.522 64 1126 1225 17.5 17.5 17.5 GR 616 0 614 48 612 88 610 143 608 192 GR 606 234 604 283 602 332 600 370 598 561 GR 596 739 596 758 595 987 595 1013 596 1032 GR 594 1041 592 1052 590 1058 588 1069 586 1079 GR 584 1089 577.52 1126 576 1132 575.09 1136 574.25 1138.7 GR574.03 1140 573.42 1144 573.35 1148 573.25 1152 573.18 1156 GR572.84 1160 572.61 1164 572.64 1168 572.02 1172 572.05 1176 GR571.99 1180 572 1184 572.08 1188 572.04 1192 572.51 1196 GR572.74 1200 573.3 1204 573.62 1208 574.05 1212 574.25 1212.5 GR574.75 1215 575.14 1216 577.52 1225 584 1248 586 1255 GR 588 1262 590 1266 592 1272 594 1275 596 1278 GR 598 1284 600 1292 602 1374 604 1412 606 1441 GR 608 1486 610 1516 612 1548 614 1629 * CROSS-SECTION 2A X124.532 62 1126 1225 17.5 17.5 17.5 GR 616 0 614 48 612 88 610 143 608 192 GR 606 234 604 283 602 332 600 370 598 561 GR 596 739 596 758 595 987 595 1013 596 1032 GR 594 1041 592 1052 590 1058 588 1069 586 1079 GR 584 1089 577.52 1126 576.5 1132 574.54 1136 574.03 1140 GR573.42 1144 573.35 1148 573.25 1152 573.18 1156 572.84 1160 GR572.61 1164 572.64 1168 572.02 1172 572.05 1176 571.99 1180 GR 572 1184 572.08 1188 572.04 1192 572.51 1196 572.74 1200 GR 573.3 1204 573.62 1208 574.05 1212 574.54 1215 576 1216 GR577.52 1225 584 1248 586 1255 588 1262 590 1266 GR 592 1272 594 1275 596 1278 598 1284 600 1292 GR 602 1374 604 1412 606 1441 608 1486 610 1516 GR 612 1548 614 1629 * CROSS-SECTION 2 X124.542 62 1126 1225 11 13 12 GR 616 0 614 48 612 88 610 143 608 192 GR 606 234 604 283 602 332 600 370 598 561 GR 596 739 596 758 595 987 595 1013 596 1032 GR 594 1041 592 1052 590 1058 588 1069 586 1079 GR 584 1089 577.52 1126 576.5 1132 574.54 1136 574.03 1140 GR573.42 1144 573.35 1148 573.25 1152 573.18 1156 572.84 1160 GR572.61 1164 572.64 1168 572.02 1172 572.05 1176 571.99 1180 GR 572 1184 572.08 1188 572.04 1192 572.51 1196 572.74 1200 GR 573.3 1204 573.62 1208 574.05 1212 574.54 1215 576 1216 GR577.52 1225 584 1248 586 1255 588 1262 590 1266 GR 592 1272 594 1275 596 1278 598 1284 600 1292 GR 602 1374 604 1412 606 1441 608 1486 610 1516 GR 612 1548 614 1629 * sOUTH AVENUE BRIDGE X124.550 15 15 15 X3 10 BT 50 283 604 604 332 602 602 370 602 600
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TETRA TECH, INC. TECHNICAL MEMORAND
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“Original” - The results of the
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“Original” - The results of the
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Figure 3 100-year Flood Event Compa
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* Note: Q = CbH 3/ 2 ft 0.5 C = 3.3
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Figure 6 Rock Dam 1 Cross-Section C
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30 cfs SECTIO N NO. CROSS-SECTION R
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Velocity (ft/sec) Cross-Section (No
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BASE SECTION NO. BASE RIVER MILES P
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ATTACHMENT A 1. Recreated HEC-2 Cod
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ORIGINAL * SHEET 2 BT 20 0 594 594
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ORIGINAL BT 270 599.6 592.4 270 599
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ORIGINAL GR 596 900 600 910 604 910
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ORIGINAL GR 588.7 680 588.4 700 590
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ORIGINAL GR 604 602 10 596 20 592 3
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ORIGINAL BT 736 604.8 596.2 740 604
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ORIGINAL NC 0.07 0.055 0.04 0.1 0.3
Page 69: ATTACHMENT B HEC-2 Code with Existi
Page 72 and 73: Existing Cross-Sections Model GR 58
Page 76 and 77: Existing Cross-Sections Model X3 10
Page 80 and 81: Existing Cross-Sections Model SB 1.
Page 92 and 93: Existing Cross-Sections Model J1 -1
Page 95 and 96: Proposed Cross-Sections Model T1 Ty
Page 97 and 98: Proposed Cross-Sections Model GR 56
Page 101 and 102: Proposed Cross-Sections Model X1 19
Page 105: Proposed Cross-Sections Model GR 61
Page 109 and 110: Proposed Cross-Sections Model BT 52
Page 117: Proposed Cross-Sections Model NC 0.
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