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

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Proposed Cross-Sections Model BT 8 0 602.2 602.2 219 601.9 601.9 219 601.9 593.7 BT 280 601.7 593.7 280 601.7 597.6 330 601.7 597.3 330 BT 601.7 601.7 820 600 600 X1 13.19 32 32 32 X2 1 X3 10 600 600 NC 0.05 0.05 0.04 0.3 0.5 X1 13.2 5 5 5 X3 10 600 600 NC 0.06 0.07 0.04 0.2 0.4 X1 14 16 200 300 215 215 215 GR 590.9 0 590 50 588 70 586 150 585.1 155 GR 579.9 175 578.5 200 571.9 220 565.6 232 566.8 244 GR 569 259 571.1 274 588.1 275 603.6 300 604 340 GR 624 340 NC 0.06 0.08 0.04 0.1 0.3 X1 16 22 520 722 1305 1305 1305 GR 600 0 590 35 589 100 609 100 609 135 GR 588 135 588 440 590 475 591.7 520 591.6 565 GR 590.9 585 572.2 614 568.7 624 568.2 632 568.4 645 GR 572.2 653 576.7 690 590.2 722 592 740 594 780 GR 596 812 598 825 NC 0.06 0.08 0.04 0.3 0.5 X1 16.1 33 471 569 170 170 170 X3 10 592 592.3 GR 608 30 608 50 608 70 606 80 604 90 GR 600 100 598.5 170 598 250 596 330 594 400 GR 592 420 590 430 585 450 576 471 572.9 477 GR 567 505 567 520 567 535 573 563 573.9 569 GR 578.2 620 583.6 680 584 700 854.5 720 584.9 740 GR 585.8 790 586 800 587.5 850 588 870 590 880 GR 596 900 600 910 604 910 SB 1.5 3 71 0 1525 0.75 567 567 X1 16.2 50 50 50 X2 1 585.6 592 0.87 X3 10 592 592.3 BT 30 30 608 608 50 608 608 70 608 608 BT 80 606 606 90 604 604 100 600 600 170 BT 598.5 598.5 250 596 596 330 596 596 400 594 BT 594 420 592 592 430 592.3 590 450 592.8 585 BT 471 593.2 576 471 594.5 585.3 569 594.5 585.3 569 BT 593.2 573.9 620 592.3 576.2 680 593.5 583.6 700 594 BT 584 720 595 584.5 740 596 584.9 790 598 585.8 BT 800 598.3 586 850 600 587.5 870 601.2 588 880 BT 602 590 900 603 580 910 600 600 910 604 * SHEET 6 NC 0.06 0.06 0.46 0.3 0.4 X1 16.3 50 50 50 NC 0.06 0.06 0.04 0.1 0.3 X1 17 26 450 630 960 960 960 GR 608 0 608 30 608 30 608 70 606 80 GR 604 90 600 100 598.5 170 598 250 596 330 GR 594 400 592 420 590 430 569.1 450 572.1 481 GR 670.3 499 569.3 520 569.3 536 572.1 547 583.6 680 GR 584.5 729 588 800 588 870 590 880 596 900 GR 600 910 NC 0.1 0.07 0.04 0.1 0.3
Proposed Cross-Sections Model X1 19 22 70 122 1475 1385 1475 GR 619.3 0 572 70 570.9 83 569.8 97 570.5 108 GR 572 122 578.3 135 578 250 576 270 580 370 GR 582 390 584 400 586 420 586.7 500 588 550 GR 590 730 592 780 612 780 612 810 592 810 GR 564 1060 596 1080 NC 0.1 0.07 0.04 0.1 0.3 X1 20 36 40 149 535 320 535 GR 600 0 590 30 590.3 40 572.8 75 569.2 86 GR 567.2 100 570.7 116 572.2 129 579.3 149 578.7 278 GR 582.5 300 582.1 360 585 400 588 450 590 490 GR 590 555 610 555 610 585 590 585 592 650 GR 612 655 612 730 592 730 592 850 592 880 GR 612 880 612 910 592 910 592 980 592 990 GR 612 990 612 1040 592 1040 594 1080 596 1240 GR 600 1260 NC 0.1 0.1 0.04 0.3 0.5 X1 20.1 20 1141 1238 1315 1315 1315 X3 10 1010 590 597 GR 598 0 596 80 594 160 592 400 590 1010 GR 587.5 1030 586 1040 584 1090 582 1110 582.2 1118 GR 582.7 1130 584.5 1141 575.9 1154 572.5 1167 571.8 1190 GR 572.9 1212 579 1230 586.9 1238 597.2 1262 600 1320 SB 1.5 2.8 43 1040 1.8 572 572 X1 20.2 65 65 65 X2 1 586.9 590 0.88 X3 10 1010 590 597 BT 17 0 598 598 80 596 596 160 594 594 BT 400 592 592 1010 590 590 1030 590 587.5 1040 BT 590.4 586 1090 592.8 584 1110 593.8 582 1118 594 BT 582.2 1118 598.3 582.2 1130 598.5 582.7 1141 598.7 584.5 BT 1238 600.2 586.9 1262 600.7 597.2 1262 597.2 597.2 1320 BT 600 600 NC 0.1 0.07 0.04 0.3 0.5 X1 22 36 1162 1262 205 205 205 X3 1010 GR 600 0 598 120 618 120 618 180 596 180 GR 594 220 614 220 614 270 594 270 594 280 GR 614 280 614 330 594 330 592 490 592 690 GR 612 690 612 930 592 940 612 940 612 940 GR 612 980 592 980 596 1010 586 1040 554 1090 GR 582 1110 582.7 1130 576.6 1152 576.8 1162 572.4 1167 GR 569.2 1176 568.6 1190 570.2 1206 572.9 1215 602.9 1262 GR 604 1280 NC 0.06 0.08 0.04 0.1 0.3 X1 23 38 807 892 850 850 850 GR 594 0 596 70 594 160 594 190 614 190 GR 614 220 594 220 592 330 592 360 612 360 GR 612 400 590 400 590 480 610 480 610 500 GR 590 500 590 520 610 520 610 540 590 540 GR 586 586 586 670 584 730 582 750 580 800 GR 580 807 572.5 822 570.6 832 569.5 850 569.9 871 GR 572.5 885 577.6 892 578.5 898 585.4 912 590 930 GR 594 950 596 960 600 970 * SHEET 7 X1 24 53 432 508 840 840 840
Page 1 and 2:
TETRA TECH, INC. TECHNICAL MEMORAND
Page 3 and 4:
“Original” - The results of the
Page 5 and 6:
“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 99: Proposed Cross-Sections Model GR 59
Page 107 and 108: Proposed Cross-Sections Model GR575
Page 109 and 110: Proposed Cross-Sections Model BT 52
Page 117: Proposed Cross-Sections Model NC 0.
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Highland Park Dam Mitigation Project Appendix C - Partners for ...

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