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

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Existing Cross-Sections Model X3 10 610 602 GR 620 220 618 275 616 330 614 480 612.3 560 GR 614 720 614 830 612 860 610 970 610.6 974 GR 608.3 974 592 995 591.8 1010 592 1025 602.6 1047 GR 608.3 1047 602 1060 602 1385 604 1410 608 1420 GR 610 1430 612 1440 618 1460 620 1470 SB 1.5 3 38 950 1.2 591.8 591.8 X1 80.2 5 5 5 X2 1 608.3 602 X3 10 610 602 BT 22 220 620 620 275 618 618 330 616 616 BT 480 614 614 560 612.3 612.3 720 614 614 830 BT 614 614 860 612 612 970 610 610 974 610.6 BT 610.6 974 610.6 608.3 1010 611.8 608.3 1047 610.6 608.3 BT 1047 608.3 608.3 1060 602 602 1385 602 602 1410 BT 604 604 1420 608 608 1430 610 610 1440 612 BT 612 1460 618 618 1470 620 620 NC 0.02 0.08 0.04 0.2 0.4 X1 80.3 50 50 50 NC 0.08 0.08 0.04 0.1 0.3 X1 82 25 265 396 1225 1035 1390 GR 620 618 10 610 30 608 40 606 50 GR 604 210 603.2 265 597.1 275 594.9 290 595.1 300 GR 595 320 597.1 345 597.1 353 594.1 373 597.1 385 GR 601.6 396 604 630 604 650 606 740 610 750 GR 612 760 614 780 616 910 618 1000 620 1060 NC 0.08 0.06 0.045 0.1 0.3 X1 85 22 520 583 1300 720 1590 GR 620 618 30 617 140 618 240 618.6 270 GR 618 290 616 330 614 350 612 360 610 370 GR 608 380 606 390 604.1 520 597 528 593.5 540 GR 593.5 550 594 564 597 576 602.4 583 612 600 GR 618 630 620 670 NC 0.07 0.07 0.04 0.1 0.3 X1 87 24 421 491 1260 1260 1260 GR 622 620 40 616 60 614 110 612 120 GR 610 140 608 150 606 170 602 210 602 260 GR 604 360 604 400 603.5 421 597 434 595.8 442 GR 595.4 450 595.8 458 597 466 608 491 614 500 GR 620 520 622 530 626 540 630 560 NC 0.05 0.06 0.04 0.1 0.3 * SHEET 15 X1 IS IMPROVISED. X1 88 18 815 815 815 GR 622 618 30 616 70 614 90 612 130 GR 608 170 606 200 605.7 365 597.2 395 595.5 401 GR 595.4 415 596.1 425 597.2 430 610.5 464 614 480 GR 615 490 624 510 626 520 NC 0.05 0.06 0.04 0.1 0.3 X1 88.1 22 410 471 200 200 200 X3 10 616 620 GR 620 618 140 616 150 612 190 610 220 GR 606 260 605.2 310 604 410 594.9 410 594 440 GR 594.9 471 600 471 610 490 612 500 614 510 GR 616 520 618 530 620 540 622 550 624 560 GR 626 650 627.6 790 SB 1.5 3 61 1217 595 595 X1 88.2 45 45 45 20
Existing Cross-Sections Model X2 1 615.7 616 X3 10 616 620 BT 20 620 620 140 618 618 160 617.8 616 BT 190 617.5 612 220 617.3 610 260 616.7 606 310 BT 616 605.2 410 620 604 410 622.6 614 471 621.4 BT 615.7 490 622 610 500 622.2 612 510 622.3 614 BT 520 622.7 616 530 623 618 540 623.3 620 550 BT 623.5 622 560 624 624 650 626 626 790 627.6 BT 627.6 NC 0.05 0.06 0.04 0.1 0.3 X1 88.3 16 264 367 130 130 130 GR 622 622 10 618 30 614 50 610 70 GR 608 80 607.5 100 606 130 604 264 600.1 274 GR 597.9 279 597 286 597.9 321 600.3 327 615.1 367 GR 624 680 NC 0.05 0.06 0.04 0.4 0.6 X1 88.4 17 234 367 210 210 210 X3 10 620 620 GR 622 618 30 614 50 610 70 608 80 GR 607.5 100 606 130 604.6 234 615.2 234 600.1 274 GR 597.9 279 597 286 597.9 321 600.3 327 615.1 367 GR 620.6 367 624 680 SB 0.95 1.5 3 50 2.6 1763 2.1 597.5 597.5 X1 88.5 40 40 40 X2 1 617.3 620.5 0.91 X3 10 620 620 BT 11 622 622 30 621.7 618 50 621.4 614 BT 70 621.1 610 100 621 607.5 130 621 606 234 BT 620.5 604.6 234 620.5 617.2 367 620.6 617.3 367 620.6 BT 620.6 680 624 624 NC 0.3 0.5 X1 88.5 100 100 100 NC 0.05 0.07 0.04 0.1 0.3 X1 89 20 230 315 420 420 420 GR 620 613 10 616 20 614 30 612 40 GR 610 50 608.5 80 606.3 150 602.8 190 603 210 GR 604.6 230 597.6 239 596.6 250 596.6 260 596.1 270 GR 597.6 284 609.6 315 612 320 618 340 622 360 EJ T1 TYPE 19 FIS T2 TOLEDO, OHIO 2 YEAR T3 SWAN CREEK J1 -10 3 576.39 J2 2 -1 T1 TYPE 19 FIS T2 TOLEDO, OHIO 10 YEAR T3 SWAN CREEK J1 -10 4 577.17 J2 3 -1 T1 TYPE 19 FIS T2 TOLEDO, OHIO 50 YEAR T3 SWAN CREEK J1 -10 5 578.17 J2 4 -1 T1 TYPE 19 FIS T2 TOLEDO, OHIO 100 YEAR T3 SWAN CREEK 21
Page 1 and 2:
TETRA TECH, INC. TECHNICAL MEMORAND
Page 3 and 4:
“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 78 and 79: Existing Cross-Sections Model X1 24
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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