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

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ORIGINAL 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 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 40 572.6 75 569.2 86 GR 567.2 100 568.7 116 572.2 129 579.3 149 578.7 278 GR 582.5 360 582.1 360 585 400 568 450 490 490 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 590 570 GR 598 0 596 80 594 160 592 400 590 1010 GR 587.5 1030 586 1040 584 1090 582 1110 582.2 1116 GR 582.7 1130 584.5 1141 575.9 1154 572.4 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 0 596 596 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 X3 1010 GR 600 0 598 120 618 120 618 180 596 180 Page 6
ORIGINAL 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 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 GR 618 0 618 10 598 10 596 20 618 20 GR 618 40 598 40 596 60 616 60 616 90 GR 594 90 594 100 614 100 614 130 594 130 GR 594 135 614 135 614 150 594 150 594 160 GR 612 180 614 180 592 180 592 190 612 190 GR 612 210 592 210 592 220 612 220 612 240 GR 592 240 590 260 610 260 210 290 690 290 GR 588.9 356 586.4 397 578.4 410 578.4 432 572.5 442 GR 571 456 569.1 470 569.5 486 572.5 497 560 504 GR 592 546 580 570 580 620 584 630 590 640 GR 592 650 598 660 600 670 NC 0.08 0.06 0.04 0.4 0.6 X1 24.1 26 170 290 290 290 290 X3 10 591.1 589.9 GR 600 0 590 17 580 30 578 35 578 50 GR 578 70 578 170 585.2 170 575.1 200 571.5 230 GR 575.8 260 585.5 290 578 290 588 330 588.4 380 GR 588 400 589.4 520 590 575 592 590 594 640 GR 596 700 598 750 600 800 602 860 604 880 GR 606 910 SB 1.5 3 60 0 1350 2 573 573 X1 24.2 40 40 40 X2 1 588.2 589.9 0.95 X3 10 591.1 589.9 BT 24 0 600 600 17 598.2 590 30 597.3 580 BT 35 597 578 50 593 578 70 594.6 578 170 BT 591.1 578 170 591.1 588 230 591.6 588.2 290 591.1 BT 588 290 591.1 578 330 590.1 588 380 589.9 588.4 BT 400 589.8 520 590 589.4 575 591.4 590 590 BT 592 592 640 594 594 700 596 596 750 598 BT 589 800 600 600 860 602 602 880 604 604 BT 910 606 606 NC 0.07 0.08 0.04 0.3 0.5 X1 24.3 19 170 590 80 80 80 GR 600 0 590 17 580 30 578 35 578 170 GR 575.1 200 571.5 230 575.8 260 578 290 588 330 GR 590 575 592 590 594 640 598.7 680 598 750 GR 600 800 602 860 604 880 606 910 NC 0.05 0.08 0.04 0.1 0.3 X1 25 23 160 280 710 735 710 GR 637 0 637 70 617 70 616 110 614 120 GR 610 130 600 150 590.3 160 572.9 205 570.5 214 GR 571.8 230 571.8 246 572.9 255 586.1 280 588 400 Page 7
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
Page 7 and 8: Figure 3 100-year Flood Event Compa
Page 9 and 10: * Note: Q = CbH 3/ 2 ft 0.5 C = 3.3
Page 11 and 12: Figure 6 Rock Dam 1 Cross-Section C
Page 13 and 14: 30 cfs SECTIO N NO. CROSS-SECTION R
Page 15 and 16: Velocity (ft/sec) Cross-Section (No
Page 17 and 18: BASE SECTION NO. BASE RIVER MILES P
Page 19: ATTACHMENT A 1. Recreated HEC-2 Cod
Page 22 and 23: ORIGINAL * SHEET 2 BT 20 0 594 594
Page 24 and 25: ORIGINAL BT 270 599.6 592.4 270 599
Page 28 and 29: ORIGINAL GR 588.7 680 588.4 700 590
Page 30 and 31: ORIGINAL GR 604 602 10 596 20 592 3
Page 32 and 33: ORIGINAL BT 736 604.8 596.2 740 604
Page 34 and 35: 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 74 and 75: Existing Cross-Sections Model GR 56
Page 76 and 77:
Existing Cross-Sections Model X3 10
Page 78 and 79:
Page 80 and 81:
Existing Cross-Sections Model SB 1.
Page 82 and 83:
Existing Cross-Sections Model GR 59
Page 84 and 85:
Page 86 and 87:
Page 88 and 89:
Page 90 and 91:
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 and 100:
Page 101 and 102:
Proposed Cross-Sections Model X1 19
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Proposed Cross-Sections Model GR575
Page 109 and 110:
Proposed Cross-Sections Model BT 52
Page 111 and 112:
Page 113 and 114:
Page 115 and 116:
Page 117:
Proposed Cross-Sections Model NC 0.
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