Drainage Overview - Maricopa County Department of Transportation

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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 1 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] AF800 0.72 736 730 0.72 945 952 6-hour 945 6-hour 952 AF802 0.39 425 452 0.39 618 671 6-hour 618 6-hour 671 AF803 2.84 1,811 1,783 2.84 2,044 2,004 6-hour 2,044 6-hour 2,004 AF805 0.63 572 564 0.63 810 805 6-hour 810 6-hour 805 AF807 1.02 1,553 1,627 1.02 1,789 1,935 6-hour 1,789 6-hour 1,935 AF810 2.12 1,393 1,553 2.12 1,543 1,820 6-hour 1,543 6-hour 1,820 AF820 0.70 411 404 0.70 592 584 6-hour 592 6-hour 584 AF830 0.27 244 236 0.27 356 349 6-hour 356 6-hour 349 AF850 0.22 405 445 0.22 585 633 6-hour 585 6-hour 633 AF852 0.17 340 341 0.17 479 481 6-hour 479 6-hour 481 AF854 0.34 583 586 0.34 863 866 6-hour 863 6-hour 866 AF860 0.36 319 369 0.36 476 543 6-hour 476 6-hour 543 AF862 0.18 365 358 0.18 542 533 6-hour 542 6-hour 533 AF864 0.09 79 74 0.09 116 108 6-hour 116 6-hour 108 AF866 0.45 609 620 0.45 896 912 6-hour 896 6-hour 912 C200* 42.48 7,752 9,392 42.48 7,146 9,128 24-hour 7,752 24-hour 9,392 C205* 1.57 919 932 1.57 1,114 1,162 6-hour 1,114 6-hour 1,162 C210* 40.83 7,445 9,095 40.83 6,969 8,907 24-hour 7,445 24-hour 9,095 C216* 2.38 1,079 1,193 2.38 1,295 1,480 6-hour 1,295 6-hour 1,480 C230* 3.91 3,546 3,549 3.91 3,331 3,427 24-hour 3,546 24-hour 3,549 C242* 3.76 2,883 3,084 3.76 2,739 3,039 24-hour 2,883 24-hour 3,084 C302* 54.75 10,663 10,627 54.72 9,848 9,876 24-hour 10,663 24-hour 10,627 C350* 22.23 6,553 6,347 22.22 6,985 6,672 6-hour 6,985 6-hour 6,672 C359* 1.45 778 780 1.45 990 1,004 6-hour 990 6-hour 1,004 C363* 0.54 279 264 0.72 508 490 6-hour 508 6-hour 490 C364* 16.90 5,271 5,346 16.95 5,401 5,578 6-hour 5,401 6-hour 5,578 C390A 5.07 2,903 2,890 5.07 3,030 3,115 6-hour 3,030 6-hour 3,115 C410* 104.45 14,102 15,013 104.42 11,834 12,703 24-hour 14,102 24-hour 15,013 C430* 19.33 3,802 3,754 19.33 3,980 4,054 6-hour 3,980 6-hour 4,054 C442* 12.26 3,831 3,721 12.29 4,121 4,221 6-hour 4,121 6-hour 4,221 C446A 0.42 249 238 0.50 420 408 6-hour 420 6-hour 408 C450B 6.35 2,786 2,834 6.38 3,226 3,447 6-hour 3,226 6-hour 3,447 C452B 3.38 1,302 1,239 3.38 1,645 1,579 6-hour 1,645 6-hour 1,579 C508* 40.64 7,495 8,068 41.72 6,337 7,058 24-hour 7,495 24-hour 8,068 C530* 2.13 1,068 1,309 2.13 1,333 1,662 6-hour 1,333 6-hour 1,662 C538A 2.02 1,278 1,268 2.02 1,595 1,598 6-hour 1,595 6-hour 1,598 C562* 5.03 2,509 2,152 5.03 2,896 2,507 6-hour 2,896 6-hour 2,507 * 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.
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 2 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] C576B 1.69 687 619 1.69 919 837 6-hour 919 6-hour 837 C580A 3.13 2,218 1,878 3.13 2,424 2,129 6-hour 2,424 6-hour 2,129 C600A 8.62 1,288 1,493 9.67 1,221 1,410 24-hour 1,288 24-hour 1,493 C606A 4.08 363 375 3.55 368 396 6-hour 368 6-hour 396 C624A 6.92 2,060 2,199 7.56 1,746 2,115 24-hour 2,060 24-hour 2,199 C700* 302.88 6,286 7,625 302.88 4,027 5,534 24-hour 6,286 24-hour 7,625 C708* 3.70 1,563 1,750 3.70 1,685 2,010 6-hour 1,685 6-hour 2,010 C726* 41.19 3,037 3,389 36.10 2,672 3,211 24-hour 3,037 24-hour 3,389 C726A 21.41 1,812 1,971 18.85 1,657 1,909 24-hour 1,812 24-hour 1,971 C726B 19.77 1,298 1,654 17.24 1,229 1,695 24-hour 1,298 6-hour 1,695 C802* 313.51 7,038 8,537 313.51 4,057 5,638 24-hour 7,038 24-hour 8,537 CAF807 4.49 2,508 2,600 4.49 2,926 2,905 6-hour 2,926 6-hour 2,905 CAF810 320.12 7,163 8,766 320.12 4,048 5,631 24-hour 7,163 24-hour 8,766 CAF820 320.81 7,160 8,755 320.81 4,038 5,615 24-hour 7,160 24-hour 8,755 CAF850 0.72 1,140 1,184 0.72 1,545 1,596 6-hour 1,545 6-hour 1,596 CAF852 0.51 812 817 0.51 1,174 1,179 6-hour 1,174 6-hour 1,179 CAF860 1.08 860 914 1.08 1,151 1,226 6-hour 1,151 6-hour 1,226 CAF862 0.26 373 364 0.26 555 543 6-hour 555 6-hour 543 CAP1* 53.75 14,390 15,575 53.76 13,205 14,655 24-hour 14,390 24-hour 15,575 CAP2* 39.36 8,461 10,018 33.74 6,672 8,797 24-hour 8,461 24-hour 10,018 CIW300 30.57 6,941 7,056 30.55 6,611 6,819 24-hour 6,941 24-hour 7,056 CIW302 24.18 5,078 5,239 24.24 5,042 5,220 24-hour 5,078 24-hour 5,239 CIW310 1.75 708 686 1.75 885 891 6-hour 885 6-hour 891 CIW314 29.09 7,496 7,416 29.07 7,566 7,448 6-hour 7,566 6-hour 7,448 CIW322 25.16 7,021 6,791 25.14 7,314 7,020 6-hour 7,314 6-hour 7,020 CIW330 23.27 6,608 6,392 23.25 6,979 6,677 6-hour 6,979 6-hour 6,677 CIW334 22.85 5,156 5,266 22.91 5,175 5,351 6-hour 5,175 6-hour 5,351 CIW338 21.26 5,213 5,289 21.32 5,248 5,425 6-hour 5,248 6-hour 5,425 CIW342 17.25 5,157 5,226 17.30 5,302 5,474 6-hour 5,302 6-hour 5,474 CIW346 20.92 5,247 5,319 20.98 5,297 5,470 6-hour 5,297 6-hour 5,470 CIW349 12.30 5,399 5,508 12.27 5,506 5,721 6-hour 5,506 6-hour 5,721 CIW350 17.41 5,647 5,297 17.45 6,037 5,645 6-hour 6,037 6-hour 5,645 CIW351 1.71 559 568 1.67 697 711 6-hour 697 6-hour 711 CIW352 6.31 2,192 2,204 6.39 2,291 2,355 6-hour 2,291 6-hour 2,355 CIW353 15.24 5,023 4,662 15.28 5,494 5,051 6-hour 5,494 6-hour 5,051 CIW354 14.59 5,244 5,334 14.64 5,405 5,595 6-hour 5,405 6-hour 5,595 CIW356 14.23 5,308 5,397 14.28 5,452 5,643 6-hour 5,452 6-hour 5,643 * 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.
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TABLE OF CONTENTS DRAINAGE OVERVIEW
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1. INTRODUCTION The Deer Valley Par
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Figure 1 - Study Area 091337137, 20
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Figure 2 - Area Drainage Studies 09
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the portion of the study area withi
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Figure 3 - Topography 091337137, 20
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Two areas fall within Hydrologic So
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Figure 5 - Regulatory Floodplains 0
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channel slopes at the base of the W
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3.5.2 Sun Valley Parkway The Draina
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4. EXISTING HYDROLOGY Various hydro
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Figure 6 - Offsite Hydrology Workma
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(PMF) events were also calculated f
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5. SUMMARY AND CONCLUSIONS The purp
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APPENDIX TM3-01 DATA COLLECTION SUM
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AZGS = Arizona Geological Survey AD
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AZGS = Arizona Geological Survey AD
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Deer Valley ��
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Deer Valley ��
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Deer Valley ��
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Deer Valley ��
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Deer Valley ��
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Deer Valley ��
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��
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Deer Valley ��
Page 60 and 61: APPENDIX TM3-04 SUBSIDENCE DOCUMENT
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
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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: APPENDIX TM3-10-1 EXISTING HYDROLOG
Page 109 and 110: Table D.6: Summary of Peak Discharg
Page 111 and 112: Table D.6: Summary of Peak Discharg
Page 113 and 114: 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
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Drainage Overview - Maricopa County Department of Transportation

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