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

Proposed Cross-Sections Model
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 3 576.38
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
J1 -10 6 578.51
J2 5 -1
ER