Drainage Overview - Maricopa County Department of Transportation
Drainage Overview - Maricopa County Department of Transportation Drainage Overview - Maricopa County Department of Transportation
Table D.6: Summary of Peak Discharges 100-yr 24-hr Storm 100-yr 6-hr Storm Model ID Drainage Area Exst. Cond. Fut. Cond. Drainage Area Exst. Cond. Fut. Cond. Appendix D.6 Page 11 of 13 Controlling Storm Exst. Cond. Fut Cond. [mi 2 ] Q [cfs] Q [cfs] [mi 2 ] Q [cfs] Q [cfs] Storm Q [cfs] Storm Q [cfs] TW420 0.81 575 662 0.81 778 923 6-hour 778 6-hour 923 TW422 0.70 516 546 0.70 741 791 6-hour 741 6-hour 791 TW424 1.50 2,046 2,112 1.50 2,266 2,372 6-hour 2,266 6-hour 2,372 TW429 0.56 510 520 0.56 728 749 6-hour 728 6-hour 749 TW430 2.49 2,816 2,732 2.49 2,825 2,852 6-hour 2,825 6-hour 2,852 TW431 0.87 705 682 0.87 940 922 6-hour 940 6-hour 922 TW432 0.86 588 574 0.86 787 778 6-hour 787 6-hour 778 TW434 0.57 453 443 0.57 657 642 6-hour 657 6-hour 642 TW436 0.67 729 733 0.67 1,001 1,007 6-hour 1,001 6-hour 1,007 TW440 0.11 133 134 0.11 191 193 6-hour 191 6-hour 193 TW442 0.38 373 386 0.38 546 567 6-hour 546 6-hour 567 TW444 0.35 357 351 0.35 524 514 6-hour 524 6-hour 514 TW446 0.35 361 345 0.35 522 503 6-hour 522 6-hour 503 TW446A 0.34 221 210 0.34 322 309 6-hour 322 6-hour 309 TW448 0.35 202 194 0.35 291 281 6-hour 291 6-hour 281 TW450 1.25 661 625 1.25 857 825 6-hour 857 6-hour 825 TW450A 0.88 709 692 0.88 937 927 6-hour 937 6-hour 927 TW450B 0.40 452 430 0.40 651 626 6-hour 651 6-hour 626 TW452 0.46 320 304 0.46 466 447 6-hour 466 6-hour 447 TW452A 1.08 822 816 1.08 1,062 1,073 6-hour 1,062 6-hour 1,073 TW452B 1.03 615 580 1.03 813 784 6-hour 813 6-hour 784 TW454 0.36 128 123 0.36 195 188 6-hour 195 6-hour 188 TW456 0.18 117 113 0.18 172 167 6-hour 172 6-hour 167 TW458 0.67 726 725 0.67 985 991 6-hour 985 6-hour 991 TW459 1.04 401 348 1.04 535 472 6-hour 535 6-hour 472 TW460 2.32 1,213 1,171 2.32 1,412 1,362 6-hour 1,412 6-hour 1,362 TW462 0.08 129 124 0.08 184 179 6-hour 184 6-hour 179 TW478 0.26 351 353 0.26 465 470 6-hour 465 6-hour 470 TW480 0.75 741 746 0.75 999 1,006 6-hour 999 6-hour 1,006 TW482 0.76 678 758 0.76 909 1,039 6-hour 909 6-hour 1,039 TW484 0.35 245 265 0.35 365 395 6-hour 365 6-hour 395 TW485 2.37 1,589 1,536 2.37 1,746 1,789 6-hour 1,746 6-hour 1,789 WI500 1.05 765 745 1.05 985 972 6-hour 985 6-hour 972 WI502 1.21 669 687 1.21 851 900 6-hour 851 6-hour 900 WI504 1.35 1,395 1,342 1.35 1,645 1,612 6-hour 1,645 6-hour 1,612 WI506 1.58 961 1,036 1.58 1,175 1,284 6-hour 1,175 6-hour 1,284 WI508 0.70 411 390 0.70 581 563 6-hour 581 6-hour 563 * Drainage areas may differ between the 24-hour and 6-hour storms: the HEC-1 hard coding was performed separately for the 24-hour and 6-hour storms.
Wittmann ADMSU Addendum 100-year 6-hour Future Conditions HYDROGRAPH AT + SV272 1193. 4.42 271. 68. 23. 1.20 3 COMBINED AT + CSV272 2342. 5.25 908. 235. 78. 3.84 ROUTED TO + RSV272 2326. 5.33 908. 235. 78. 3.84 HYDROGRAPH AT + SV294 2178. 4.67 716. 184. 61. 2.65 ROUTED TO + RSV294 1952. 5.42 711. 184. 61. 2.65 HYDROGRAPH AT + SV276 874. 4.50 221. 56. 19. .92 3 COMBINED AT + CSV276 4303. 5.42 1729. 450. 150. 7.41 ROUTED TO + RSV276 4299. 5.42 1729. 450. 150. 7.41 HYDROGRAPH AT + SV280 890. 4.58 260. 66. 22. 1.06 3 COMBINED AT + CSV280 4905. 5.50 2148. 566. 189. 9.54 ROUTED TO + RSV280 4807. 5.75 2145. 566. 189. 9.54 HYDROGRAPH AT + SV268 1618. 4.42 372. 94. 31. 1.38 ROUTED TO + RSV268 1386. 4.75 371. 94. 31. 1.38 HYDROGRAPH AT + SV260 1354. 4.42 272. 68. 23. 1.26 4 COMBINED AT + CSV260 7564. 5.58 3611. 962. 321. 16.99 ROUTED TO + SCP010 4946. 6.67 3470. 959. 320. 16.99 ROUTED TO + RSV260 4937. 6.92 3460. 959. 320. 16.99 HYDROGRAPH AT + SV220 1101. 4.17 155. 39. 13. .60 HYDROGRAPH AT + SV252 162. 4.25 30. 8. 3. .15 ROUTED TO + RSV252 106. 5.17 30. 8. 3. .15 HYDROGRAPH AT + SV254 171. 4.17 24. 6. 2. .10 ROUTED TO + RSV254 96. 5.08 24. 6. 2. .10 HYDROGRAPH AT + SV219 1179. 4.33 230. 58. 19. .90 3 COMBINED AT + CSV219 1150. 4.33 273. 70. 23. 1.14 ROUTED TO + RSV219 975. 4.83 273. 70. 23. 1.14 Page 29 of 56
- Page 62 and 63: 03/08/2004 To 09/13/2010 Subsidence
- Page 64 and 65: Dixileta Dr Patton Rd Jomax Rd Happ
- Page 66 and 67: Photo 903: Bridge over 1 West Wash
- Page 68 and 69: Photo 906: Drainage channel upstrea
- Page 70 and 71: Photo 209: Iona Wash (West Split) l
- Page 72 and 73: Photo 217: Desiccation cracks near
- Page 74 and 75: Photo 243: Scour near Wash 3 Photo
- Page 76 and 77: APPENDIX TM3-06 EXISTING GEOLOGIC F
- Page 78 and 79: Legend image from: White Tanks Moun
- Page 82 and 83: ���� ������ �
- Page 84 and 85: 16. Rapid and significant changes i
- Page 86 and 87: SUN VALLEY PKWY Deer Valley ��
- Page 88 and 89: ���� ������ �
- Page 94 and 95: APPENDIX TM3-09-2 EXISTING DRAINAGE
- Page 96 and 97: Proposed End of Dam Segment Remove
- Page 105 and 106: APPENDIX TM3-10-1 EXISTING HYDROLOG
- Page 107 and 108: Table D.6: Summary of Peak Discharg
- Page 109 and 110: Table D.6: Summary of Peak Discharg
- Page 111: Table D.6: Summary of Peak Discharg
- Page 115 and 116: Wittmann ADMSU Addendum 100-year 6-
- Page 117 and 118: Wittmann ADMSU Addendum 100-year 6-
- Page 119 and 120: WITTMANN SUN VALLEY PARKWAY T5N T4N
- Page 121 and 122: MARICOPA COUNTY, ARIZONA AND INCORP
- Page 123 and 124: APPENDIX TM3-10-3 EXISTING HYDROLOG
- Page 125: Dixileta Dr Patton Rd Jomax Rd Happ
Wittmann ADMSU Addendum<br />
100-year 6-hour Future Conditions<br />
HYDROGRAPH AT<br />
+ SV272 1193. 4.42 271. 68. 23. 1.20<br />
3 COMBINED AT<br />
+ CSV272 2342. 5.25 908. 235. 78. 3.84<br />
ROUTED TO<br />
+ RSV272 2326. 5.33 908. 235. 78. 3.84<br />
HYDROGRAPH AT<br />
+ SV294 2178. 4.67 716. 184. 61. 2.65<br />
ROUTED TO<br />
+ RSV294 1952. 5.42 711. 184. 61. 2.65<br />
HYDROGRAPH AT<br />
+ SV276 874. 4.50 221. 56. 19. .92<br />
3 COMBINED AT<br />
+ CSV276 4303. 5.42 1729. 450. 150. 7.41<br />
ROUTED TO<br />
+ RSV276 4299. 5.42 1729. 450. 150. 7.41<br />
HYDROGRAPH AT<br />
+ SV280 890. 4.58 260. 66. 22. 1.06<br />
3 COMBINED AT<br />
+ CSV280 4905. 5.50 2148. 566. 189. 9.54<br />
ROUTED TO<br />
+ RSV280 4807. 5.75 2145. 566. 189. 9.54<br />
HYDROGRAPH AT<br />
+ SV268 1618. 4.42 372. 94. 31. 1.38<br />
ROUTED TO<br />
+ RSV268 1386. 4.75 371. 94. 31. 1.38<br />
HYDROGRAPH AT<br />
+ SV260 1354. 4.42 272. 68. 23. 1.26<br />
4 COMBINED AT<br />
+ CSV260 7564. 5.58 3611. 962. 321. 16.99<br />
ROUTED TO<br />
+ SCP010 4946. 6.67 3470. 959. 320. 16.99<br />
ROUTED TO<br />
+ RSV260 4937. 6.92 3460. 959. 320. 16.99<br />
HYDROGRAPH AT<br />
+ SV220 1101. 4.17 155. 39. 13. .60<br />
HYDROGRAPH AT<br />
+ SV252 162. 4.25 30. 8. 3. .15<br />
ROUTED TO<br />
+ RSV252 106. 5.17 30. 8. 3. .15<br />
HYDROGRAPH AT<br />
+ SV254 171. 4.17 24. 6. 2. .10<br />
ROUTED TO<br />
+ RSV254 96. 5.08 24. 6. 2. .10<br />
HYDROGRAPH AT<br />
+ SV219 1179. 4.33 230. 58. 19. .90<br />
3 COMBINED AT<br />
+ CSV219 1150. 4.33 273. 70. 23. 1.14<br />
ROUTED TO<br />
+ RSV219 975. 4.83 273. 70. 23. 1.14<br />
Page 29 <strong>of</strong> 56
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