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

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Existing Cross-Sections Model GR 608.7 170 608 180 606 270 604 310 602 330 GR 600 440 620 440 620 470 600 470 600 490 GR 598 520 596 560 595.3 640 597.5 688 594.9 701 GR 589.9 709 587.3 718 586.8 730 587.6 738 589.1 752 GR 601.8 769 601.4 860 600 1000 598 1150 5960 1180 GR 598 1240 598 1280 599.4 1330 598 1420 598 1460 GR 596 1560 598 1580 598 1590 598 1600 600 1610 GR 604 1620 610 1640 614 1650 NC 0.06 0.07 0.04 0.1 0.3 X1 70.1 29 712 508 700 700 700 GR 614 612 100 610 240 608 310 606 360 GR 593.3 412 594.1 425 594.1 436 592.9 458.5 592.9 461.5 GR 588.6 473 587.1 490 587.1 508 594 508 596 640 GR 600 660 602 665 602 880 600 890 598 925 GR 598 1010 598.7 1100 600 1260 600 1285 600.8 1370 GR 601.4 1460 601.8 1510 602 1521 616.5 1565 NC 0.07 0.07 0.04 0.1 0.3 X1 70.2 100 100 100 X3 10 608 606 NC 0.025 0.025 0.025 0.3 0.5 X1 70.29 82.5 82.5 82.5 X2 1 * SHEET 13 X3 IS IMPROVISED. X3 10 608 606 NC 0.07 0.055 0.04 0.3 0.5 X1 70.3 5 5 5 X3 10 606 606 NC 0.07 0.055 0.04 0.2 0.4 X1 70.4 100 100 100 NC 0.07 0.055 0.04 0.1 0.3 X1 72 31 43 68 660 660 660 GR 616.9 612.3 15 596.9 36 596.1 43 589.6 54 GR 587.5 61 587.2 67 587.8 72 589.6 80 595.4 88 GR 596 100 596 170 596 190 596 220 600 330 GR 600 430 598 470 595 590 598 600 598 610 GR 598 630 598 640 598 740 600 780 602 860 GR 604 900 606 930 608 950 610 960 612 1010 GR 614 1040 NC 0.07 0.055 X1 74 31 1152 1191 1730 920 2275 GR 616 612 10 608 20 604 30 606 40 GR 598 60 598 130 600 150 602 260 602.2 290 GR 602 350 602 610 602.2 710 602 760 600 830 GR 596 996 596 1000 596 1020 596 1110 598.3 1123 GR 597.4 1152 598.4 1163 588.1 1168 587.7 1180 588.1 1191 GR 590.7 1197 598.8 1207 610.3 1214 612 1350 614 1450 GR 616 1490 NC 0.07 0.055 0.04 0.4 0.3 QT 7 1700 2500 4500 6250 7100 9000 7100 X1 76 39 375 428 1395 1480 1685 GR 616 614 70 612 140 614 220 612.8 250 GR 612 290 610.8 317 598 339 597.1 375 591 384 GR 588 392 587.5 400 589 411 591 418 598.4 420 GR 599.5 590 598 720 598 870 600 920 602 930 GR 604 940 608 950 612 960 612 1030 611.8 1070 GR 610 1340 608 1410 606 1450 604 1500 602 1510 GR 601.8 1730 600 1850 600 2000 602 2040 604 2050 18
Existing Cross-Sections Model GR 608 2070 610 2080 614 2090 616 2100 NC 0.07 0.1 0.04 0.1 0.3 X1 78 63 1496 1548 1710 1000 1710 GR 618 616 10 614 30 612 50 610 60 GR 608 80 606 100 604 130 604 140 604 450 GR 604 460 606 480 608 490 608 520 606 550 GR 604 560 600 570 598 580 598 620 600 710 GR 600 740 598 760 595 790 596 830 598 850 GR 598 900 596 920 596 950 593 960 600 980 GR 600 1010 600 1030 600 1040 600 1050 600 1060 GR 600 1070 602 1090 604 1100 604 1110 598 1120 GR 598 1200 600 1210 602 1220 601.4 1456 599.1 1468 GR 594.6 1478 595.1 1496 592.3 1499 591.8 1509 591.7 1520 GR 591.8 1529 592.6 1539 600.7 1548 602 1600 602 1610 GR 602 1620 602 1900 602 1950 602 2000 604 2060 GR 608 2070 612 2080 618 2090 NC 0.07 0.07 0.04 0.1 0.3 X1 79 28 1746 1801 1200 1200 1200 GR 624 622 20 620 60 618 120 616 180 GR 614 240 612 270 610 310 608 370 606 510 GR 606 590 603 670 608 840 606 1160 604 1315 GR 604 1375 604 1575 604 1675 604 1725 602.7 1746 GR 593.5 1758 591.7 1765 591.5 1775 592.2 1783 593.5 1791 GR 597.9 1801 598.7 1864 616 1885 NC 0.07 0.07 0.04 0.2 0.4 X1 79.1 28 1491.1 1491.9 770 100 770 GR 620 618 55 616 110 614 260 612 480 GR 610 520 608 770 606 1125 604 1135 604 1235 GR 604 1275 602 1365 600 1395 598.77 1419.1 598.77 1429 GR 592 1435 592 1475 598.75 1481.4 598.75 1490.9 600 1525 GR 602 1585 604 1615 604 1675 602 1695 600 1735 GR 604 1785 606 1795 610 1805 * SHEET 14 X1 79.2 28 1419.1 1490.9 5 5 5 GR 620 616 55 616 110 614 260 612 480 GR 610 520 608 770 606 1125 604 1135 604 1235 GR 604 1275 602 1365 600 1395 598.77 1419.1 598.77 1429 GR596.82 1431.1 596.73 1479.9 598.75 1481.4 598.75 1490.9 600 1525 GR 602 1585 604 1615 604 1675 602 1695 600 1735 GR 606 1785 606 1795 610 1805 NC 0.07 0.07 0.04 0.2 0.4 X1 79.3 28 1419.1 1490.9 5 5 5 GR 620 618 55 616 110 614 260 612 480 GR 610 520 608 770 606 1125 604 1135 604 1235 GR 604 1275 602 1365 600 1395 598.77 1419.1 598.77 1429 GR 592 1435 592 1475 598.75 1481.4 598.75 1490.9 600 1525 GR 602 1585 604 1615 604 1675 602 1695 600 1735 GR 604 1785 606 1795 610 1805 NC 0.06 0.07 0.04 X1 80 25 930 991 5 550 705 GR 620 618 55 616 110 614 260 612 480 GR 620 520 607.5 930 597.2 940 593.7 950 593.2 960 GR 592.7 970 592.2 985 601.6 991 602 1010 602 1130 GR 602 1210 602.7 1260 602 1300 600 1330 600 1350 GR 602 1360 604 1370 606 1380 610 1390 616 1410 NC 0.07 0.07 0.04 X1 80.1 24 974 1047 50 100 100 19
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
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
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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
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ATTACHMENT A 1. Recreated HEC-2 Cod
Page 22 and 23:
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
Page 28 and 29:
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 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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