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

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ORIGINAL GR 588.7 680 588.4 700 590 810 592 830 594 850 GR 596 860 598 890 600 910 NC 0.05 0.05 0.04 0.2 0.4 X1 25.1 32 505 635 1160 615 1160 GR 616 0 614 20 612 30 610 40 608 60 GR 606 70 604 80 602 100 600 110 598 140 GR 595 150 594 170 592 190 590 210 588 300 GR 586 410 584 430 582 450 578.2 490 580.1 505 GR 576.8 535 573.8 560 572.8 585 575.3 605 585.1 625 GR 583.1 635 590 650 592 920 597 990 596 1030 GR 598 1070 600 1100 NC 0.05 0.05 0.04 0.3 0.5 X1 25.2 47 505 635 50 50 50 X3 10 586 590 GR 616 0 614 20 612 30 610 40 608 60 GR 606 70 604 80 602 100 600 110 596 140 GR 596 150 594 170 592 190 590 210 588 300 GR 586 410 584 430 582 450 578.2 490 580.1 505 GR 579 515 578 525 577 533.2 582.2 533.7 582.2 535 GR 582.2 536.3 576.4 536.8 575.5 545 574.2 555 573.6 560 GR 573.5 565 573.1 575 572.1 585 574.1 595 575 603.2 * SEC 25.2 ESTIMATED GR DATA GR 585 625 584 630 583 635 585 640 587 645 GR 590 650 590 700 592 920 597 990 596 1030 GR 598 1070 600 1100 * MISSING SHEET (25.21 TO 29; CROSS-SECTIONS S, T,AND U) ESTIMATED DATA X1 25.21 1 1 1 x1 25.29 10 10 10 X1 25.3 1 1 1 X1 27 320 320 320 X1 27.1 135 135 135 X1 27.11 5 5 5 X1 27.19 60 60 60 X1 27.2 5 5 5 X1 29 41 1100 1100 1100 GR 590 0 590 20 590 30 590 40 590 60 GR 590 70 590 80 590 100 590 110 590 140 GR 590 150 590 170 592 190 590 210 588 300 * SHEET 8 GR 588 410 588 530 608 530 605 550 588 550 GR 588 550 608 580 608 600 588 600 586 640 GR 587.8 760 590 780 590 790 588 870 584 880 GR 580 900 580 920 578.8 955 550 985 576.9 989 GR 570.4 1002 568.4 1010 569.4 1019 576.4 1027 580.6 1038 GR 617.3 1108 NC 0.1 0.1 0.045 0.1 0.3 X1 31 25 184 360 1775 1775 1775 GR 600 0 598 20 598 60 618 60 618 90 GR 598 90 596 100 594 110 592 120 591.2 161 GR 591.6 184 576.9 222 574.7 242 570 260 570.9 284 GR 576.2 302 582.2 314 582.8 360 584 550 586 560 GR 588 580 590 590 594 600 596 610 600 620 NC 0.1 0.1 0.045 0.3 0.5 X1 31.1 27 435 520 490 490 490 X3 10 595.3 598 GR 602 0 600 60 598 110 596 190 595.3 260 GR 596 340 597 395 596.8 410 596.2 420 596 430 GR 592.9 435 576.1 449 574.5 470 573.9 490 576.1 494 GR 581.6 520 585 544 586 550 588 580 590 600 GR 590 630 592 640 593.5 650 596 660 598 680 GR 600 700 606 700 SB 1.5 2.9 66.5 0 1545 0.45 575 575 X1 31.2 60 60 60 Page 8
ORIGINAL X2 1 595.4 595.3 X3 10 595.3 598 BT 26 602 602 60 600 600 110 598 598 BT 190 596 596 250 595.3 595.3 340 596 596 395 BT 597 597 410 597.2 596.8 420 597.3 596.2 430 598 BT 596 435 598.5 592.9 435 600.6 595.4 520 601 595.4 BT 520 601 581.6 544 601.2 585 544 599.2 585 550 BT 599.5 586 580 602 588 600 602.5 590 630 603.4 BT 590 640 603.7 592 650 604 593.5 660 604.3 596 BT 680 605.2 598 700 606 600 700 606 606 NC 0.07 0.07 0.04 0.4 0.6 X1 31.3 50 50 50 NC 0.07 0.07 0.045 0.1 0.3 X1 33 21 67 144 830 830 830 GR 619.5 592.5 67 578 91 575.5 100 573.5 106 GR 576 128 583.3 144 585.3 157 581.9 174 582 210 GR 584 250 586 310 588 320 590 330 592 370 GR 594 400 596 430 596 500 600 520 602 530 GR 604 550 NC 0.07 0.1 0.045 0.1 0.3 X1 35 23 294 357 1690 1690 1690 GR 604 602 30 600 40 598 70 596 100 GR 594 120 592 130 590 140 588 150 586 160 GR 582.4 169 581.9 294 576.1 308 572.1 323 572.1 330 GR 572.1 342 576.1 355 581.1 357 587.1 370 590 400 GR 596 410 600 420 604 430 NC 0.06 0.1 0.04 0.1 0.3 X1 37 16 233 337 1690 1690 1690 GR 604 602 60 600 90 598 160 596 170 GR 594 180 584 183 580 233 576.7 255 575.4 280 GR 576 290 574.7 314 576.7 327 584.4 337 589.4 372 GR 620.2 437 NC 0.08 0.1 0.04 X1 38 22 332 403 1100 1100 1100 GR 604 600 10 596 20 592 90 590 180 GR 588 270 585.2 300 582.3 316 583.4 332 577.1 343 GR 574.1 351 574 360 573.5 374 577.1 390 585.3 403 GR 585.3 407 563.5 428 589.4 452 596 460 598 470 GR 600 520 604 530 NC 0.06 0.06 0.045 0.4 0.6 X1 38.1 27 305 555 180 180 180 * SHEET 9 X3 10 620 620 GR 623.7 604 35 602 45 598 55 592 65 GR 590 75 588 85 586 95 584 115 582.5 145 GR 584 205 586 265 586 305 613.9 305 611.2 306 GR 586.2 355 581.2 385 575 425 575 445 581.9 485 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 Page 9
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 26 and 27: ORIGINAL GR 596 900 600 910 604 910
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:
Existing Cross-Sections Model X1 24
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:
Existing Cross-Sections Model X3 10
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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