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

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Existing Cross-Sections Model GR 586.7 525 605.4 540 611.5 562 613.9 565 606.8 565 GR 621.3 622 623.7 630 SB 1.25 1.5 3 110 22 6012 2 577 577 X1 38.2 30 30 30 X2 1 613.9 623.7 0.85 X3 10 620 620 BT 18 623.7 623.7 35 623.7 604 45 623.7 602 BT 55 623.7 598 65 623.7 592 75 623.7 590 85 BT 623.7 588 95 623.7 586 115 623.7 584 145 623.7 BT 582.5 205 623.7 584 265 623.7 586 305 623.7 586 BT 305 623.7 613.9 565 623.7 613.9 565 623.7 606.8 622 BT 623.7 621.3 630 623.7 623.7 NC 0.08 0.08 0.045 0.3 0.5 X1 38.3 100 100 100 NC 0.08 0.08 0.045 0.1 0.3 X1 40 26 365 429 1240 1240 1240 GR 604 602 10 596 20 592 30 590 40 GR 588 50 586 60 584 80 582.5 110 584 170 GR 586 230 586 290 584 310 584 320 584 350 GR 582 360 583.1 365 577.6 383 575.8 393 576 400 GR 575.1 409 577.1 418 583.1 429 594.1 491 609.4 539 GR 621.3 587 NC 0.08 0.1 0.045 0.1 0.3 X1 42 25 629 697 1225 1225 1225 GR 604 600 10 596 20 594 30 592 40 GR 588 60 588 160 590 280 590 410 590 440 GR 590 510 588 520 586 540 584 610 584.9 629 GR 578.2 664 576.6 670 576.8 680 575.9 688 577.9 697 GR 586.2 708 600 750 612 780 620 800 621.7 808 NC 0.08 0.1 0.045 0.1 0.3 X1 44 23 951 1045 1315 1600 2750 GR 604 602 10 600 20 596 40 594 50 GR 592 70 590.8 130 590 190 588 520 586.5 600 GR 588 680 588 750 586.9 951 579.7 968 575.8 971 GR 577.8 979 578.3 984 579.3 992 605.2 1045 606.2 1046 GR 610 1056 611.9 1058 613.7 1064 NC 0.07 0.07 0.04 0.1 0.3 X1 44.1 340 860 860 NC 0.07 0.07 0.04 0.4 0.6 X1 44.2 33 31 175 100 100 100 X3 10 607 606.3 GR 607.3 602 5 596.7 14 592.1 31 580.8 73.35 GR 600.8 73.35 600.8 76.65 580 76.65 578.9 103 579.4 129.35 GR 600.8 129.35 600.8 132.65 580 132.65 591 175 586.9 193 GR 587.5 270 588 330 587.1 340 588 350 590 380 GR 590 410 590 450 590 460 590.6 480 592 530 GR 594 570 596 590 598 600 600 610 604 620 GR 610 640 612 650 616 660 NC 0.07 0.07 0.04 0.3 0.5 X1 44.21 5 5 5 X3 10 607 606.3 BT 31 607.3 607.3 5 607.3 602 14 607.3 596.7 BT 31 607.3 592.1 31 607.3 603.1 73.35 607 600.8 76.65 BT 607 600.8 103 607 603.6 129.35 606.8 600.8 132.65 606.8 BT 600.8 175 606.5 602.5 175 606.5 591 193 606.3 586.9 BT 270 608 587.5 330 608.8 588 340 609 587.1 350 BT 609 588 380 609.5 590 410 610 590 450 610.1 14
Existing Cross-Sections Model BT 590 460 610.4 590 480 612 590.6 530 613 592 BT 570 614 594 590 614.4 596 600 614.6 598 610 BT 614.8 600 620 615 605 640 615.4 610 650 615.8 BT 612 660 616 616 * SHEET 10 X1 IS IMPROVISED. X1 44.29 70 70 70 X2 1 X3 10 607 606.3 NC 0.1 0.07 0.04 0.3 0.5 X1 44.3 5 5 5 X3 10 607 606.3 NC 0.1 0.07 0.04 0.2 0.4 X1 46 26 1 140 500 405 500 GR 619.3 1 614 10 610 20 606 30 600 40 GR 596 50 590 60 580.4 85 575.9 93 577.3 103 GR 579.8 113 588.6 128 586.2 140 588 330 587.1 340 GR 588 350 590 350 590 450 590 460 592 530 GR 594 576 596 590 595 600 600 610 604 620 GR 610 640 612 650 616 660 NC 0.08 0.08 0.045 0.1 0.3 X1 48 21 110 171 1075 1075 1635 GR 620.9 618.5 32 609.4 62 588.4 110 581.8 111 GR 579.3 121 579.6 133 579.6 138 581.8 147 589.8 171 GR 588 330 586 350 586 360 590 380 592 400 GR 594 410 596 420 598 430 600 440 602 450 GR 604 460 NC 0.1 0.08 0.04 0.1 0.3 X1 50 26 866 950 980 2010 2010 GR 610 608 20 606 40 604 70 602 90 GR 600 140 598 160 596 180 594 190 592 200 GR 590 210 588 220 588 470 590 570 592 690 GR 592 790 590 860 589.2 866 582.8 894 581.3 906 GR 581.1 920 581.2 928 582.8 945 590.6 950 611.7 991 GR 619.7 1032 NC 0.08 0.08 0.045 0.1 0.3 X1 52 23 267 349 1800 1600 1560 GR 610 604 10 598 20 594 30 590 40 GR 590 90 590 180 590 190 590 280 592 287 GR 584.9 302 583.9 307 582.9 315 583.4 326 585.7 338 GR 596.9 349 598 390 600 440 602 510 604 580 GR 606 720 608 770 610 820 NC 0.08 0.08 0.045 0.1 0.3 X1 54 27 214 276 1600 885 1930 GR 610 608 20 606 40 602 50 600 60 GR 596 70 594 80 592 160 591.6 175 589.8 214 GR 584.6 227 582.4 240 581.7 250 582.8 260 583.6 266 GR 591.6 276 592 350 592 400 594 440 596 640 GR 598 730 600 760 602 780 604 810 606 820 GR 608 850 610 870 NC 0.08 0.08 0.045 0.1 0.3 X1 56 52 660 734 530 1030 1030 GR 610 608 40 606 90 604 150 602 210 GR 600 220 598 240 594 250 592 260 590.5 320 GR 592 380 592 570 594 590 596 600 594 640 GR 597.5 660 584.8 678 583.8 690 583.7 700 583.5 712 GR 584.8 724 592.3 734 592 760 590 770 590 790 GR 592 830 592 860 592 980 594 1010 596 1030 15
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
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 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 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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