-------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report | | 05/29/20 0700 | |--------------------------------------------------------------------------------------------| | | CURRENT AT GAGE | 24-HOUR PEAK | | Gage Name |Gage Ht. Disch.Contents Capacity Pct|Gage Ht. Q(cfs) Time| | | ft. cfs ac-ft ac-ft full| ft. V(af) MST| |----------------------------------|------------------------------------|--------------------| |4th of July Wash | 0.32 43 --- --- | 0.32 43 0600| |10th St. Wash Basin #1 | 0.33 0 0 21.6 0 | 0.35 0 1800| |ACDC @ 36th St. | 0.12 0 --- --- | 0.12 0 0600| |ACDC @ 14th St. | 0.40 0 --- --- | 0.40 0 0600| |ACDC @ 43rd Ave. | 0.95 0 --- --- | 0.96 0 1800| |ACDC @ 67th Ave. | 0.29 4 --- --- | 0.29 4 0600| |Adobe Dam Outlet | 0.00 0 --- --- | 0.00 0 1200| |Adobe Dam Pool | 2.85 0 0 18,350 0 | 2.85 0 2400| |Agua Fria R. @ Grand Ave. | 2.50 0 --- --- | 2.50 0 0600| |Agua Fria R. @ Buckeye Rd. PT | 0.26 0 --- --- | 0.26 0 0600| |Amigos Wash | 0.77 0 --- --- | 0.77 0 0600| |Antelope Creek | 2.00 0 --- --- | 2.00 0 0600| |Apache Junction FRS | 0.17 0 0 675 0 | 0.17 0 0600| |Apache Trail | 0.14 2 --- --- | 0.19 3 1200| |Aspen Dam | 0.24 0 0 183 0 | 0.24 0 0600| |Baseline Rd. @ 43rd Ave. | 0.20 --- 0 45.4 0 | 0.20 0 0600| |Bender Wash | 1.20 0 --- --- | 1.20 0 1800| |Berneil Wash | 0.00 0 --- --- | 0.00 0 0600| |Blue Tank Wash | 1.10 0 --- --- | 1.10 0 0600| |Box Wash | 0.32 0 --- --- | 0.32 0 0600| |Buckeye FRS #1 Slave | 0.50 0 0 8,266 0 | 0.51 0 1800| |Buckeye FRS #2 | -1.39 0 0 825 0 | -1.20 0 1251| |Buckeye FRS #3 | -4.08 0 0 1,290 0 | -4.08 0 0600| |Bullard Wash @ Indian School Rd. | 0.56 0 --- --- | 0.56 0 0600| |Bullard Wash @ Van Buren St. | 0.40 0 --- 25.7 --- | 0.40 0 0600| |Camelback Rd. @ 24th Ave. | 0.50 --- 0 25.7 0 | 0.50 0 0600| |CAP Reach11 Dike #1 | 0.00 0 0 2,425 0 | 0.00 0 0600| |CAP Reach11 Dike #2 | 0.00 0 0 4,610 0 | 0.00 0 1546| |CAP Reach11 Dike #3 | 0.05 0 107 2,118 5 | 0.05 107 1800| |CAP Reach11 Dike #4 | 0.00 0 0 6,550 0 | 0.05 127 2400| |Casandro Dam | 0.19 0 0 122 0 | 0.19 0 1800| |Casandro Wash | 0.78 0 --- --- | 0.78 0 0600| |Cave Buttes Dam Outlet | 0.87 0 --- --- | 1.60 8 1337| |Cave Buttes Dam Pool | 1.90 0 0 45,431 0 | 1.90 0 0600| |Cave Creek Ashdale | 1.24 0 --- --- | 1.24 0 0600| |Cave Cr. @ Spur Cross Rd. | 3.02 7 --- --- | 3.11 9 1200| |Cave Creek | 0.25 0 --- --- | 0.29 0 2400| |Cave Cr. near Cave Creek | 0.00 0 --- --- | 0.00 0 0600| |Cave Creek @ CAP | 0.12 2 --- --- | 0.20 34 1800| |Cave Creek @ Cactus Rd. | 0.35 0 --- --- | 0.35 0 0600| |Centennial Wash near Aguila | 0.00 0 --- --- | 0.00 0 0600| |Centennial Wash @ Wenden | 0.00 0 --- --- | 0.02 0 1800| |Centennial Levee | 0.65 0 --- --- | 0.65 0 0600| |Centennial Railroad | 4.95 0 --- --- | 4.95 0 0600| |Centennial Trib. @ Dobbins Rd. | 1.27 19 --- --- | 1.27 19 0600| |Cline Creek | 0.95 0 --- --- | 0.95 0 2400| |Colter Channel @ El Mirage Rd. | 0.10 0 --- --- | 0.10 0 0600| |Columbus Wash | 1.95 0 --- --- | 1.95 0 0600| |Copper Wash | 0.80 0 --- --- | 0.80 0 0600| |Crossroads Park | 1.38 --- --- 456 --- | 1.38 --- 0600| -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report, Page 2 | | 05/29/20 0700 | |--------------------------------------------------------------------------------------------| | | CURRENT AT GAGE | 24-HOUR PEAK | | Gage Name |Gage Ht. Disch.Contents Capacity Pct|Gage Ht. Q(cfs) Time| | | ft. cfs ac-ft ac-ft full| ft. V(af) MST| |----------------------------------|------------------------------------|--------------------| |Cruff Wash | 0.33 0 --- --- | 0.33 0 0600| |Daggs Wash | 0.15 0 --- --- | 0.15 0 0600| |Deadman Wash @ Loop 303 | 0.80 0 --- --- | 0.84 97 1800| |Delaney Wash | 0.00 0 --- --- | 0.00 0 0600| |Desert Hills Wash | 0.50 0 --- --- | 0.54 12 1800| |Dreamy Draw Dam | 0.12 0 0 331.7 0 | 0.12 0 0600| |Dysart Drain @ Luke AFB | 0.35 0 --- --- | 0.35 0 0600| |Dysart Drain @ El Mirage Rd. | 0.30 0 --- --- | 0.40 0 1200| |East Fork Cave Cr. Basin #1 | 0.23 0 0 59.5 0 | 0.23 0 0600| |East Fork Cave Cr. Basin #3A | 0.80 0 0 117.2 0 | 0.80 0 0600| |East Fork Cave Cr. Basin #3 | 0.15 0 0 162 0 | 0.15 0 0600| |East Fork Cave Cr. Basin #4 | 0.30 0 0 74 0 | 0.30 0 0600| |East Fork Cave Cr. near 7th Ave. | -0.25 0 --- --- | -0.25 0 0600| |El Mirage Drain | 1.22 38 --- --- | 1.35 39 1800| |EMF @ Broadway Rd. | -3.84 0 --- --- | -3.82 0 1200| |EMF below Powerline Floodway | 0.15 0 --- --- | 0.15 0 0600| |EMF @ Queen Creek Rd. | -0.64 0 --- --- | -0.64 0 0600| |EMF @ Arizona Ave. PT | 0.62 183 --- --- | 0.62 183 0600| |Estrella Fan | 0.00 0 --- --- | 0.00 0 0600| |Flying E Wash | 0.34 0 --- --- | 0.49 0 0600| |Ford Canyon Wash | 0.72 0 --- --- | 0.75 1 1800| |Freestone Basin | 3.07 --- 0 217 0 | 3.07 0 0600| |Galloway Wash @ Galloway Rd. | 0.16 0 --- --- | 0.21 0 1800| |Gila R. @ 116th Ave. | 0.10 0 --- --- | 0.10 0 0600| |Gila R. @ Estrella Pkwy. | 1.92 0 --- --- | 1.92 0 0600| |Gila R. @ Olberg Rd. Slave | 0.25 0 --- --- | 0.25 0 0600| |Gila R. @ Maricopa Rd. | 1.36 0 --- --- | 1.36 0 0600| |Golden Eagle Park Dam | 3.05 0 0 96.6 0 | 3.18 0 1429| |Grand Ave. @ 27th Ave. | 0.45 0 0 40 0 | 0.50 1 1200| |Granite Reef Diversion | -0.25 0 --- --- | -0.25 0 2400| |Granite Reef Wash | 1.32 5 --- --- | 1.32 5 0600| |Greene Wash @ SR 84 | 0.00 0 --- --- | 0.00 0 0600| |Guadalupe Channel | 0.50 0 --- --- | 0.50 0 0600| |Guadalupe FRS | 0.26 0 0 282.1 0 | 0.26 0 0600| |Harquahala FRS | 0.38 0 0 8,689 0 | 0.38 0 2400| |Hartman Wash | 0.00 0 --- --- | 0.00 0 0600| |Hassayampa R. @ Wagoner Rd. | 2.22 0 --- --- | 2.22 0 0600| |Hassayampa R. @ Box Canyon | 3.15 0 --- --- | 3.15 0 0600| |Hassayampa R. @ US 60 | 0.60 0 --- --- | 0.64 4 1200| |Hassayampa R. near Morristown | 7.38 1 --- --- | 7.38 1 0600| |Hassayampa R. @ I-10 Slave | 1.28 0 --- --- | 1.28 0 0600| |Hesperus Dam | 0.79 0 0 276 0 | 0.79 0 2400| |IBW @ Sweetwater Ave. | 0.04 1 --- --- | 0.34 35 1912| |IBW @ Shea Blvd. | 0.35 0 --- --- | 0.35 0 0600| |IBW Interceptor Channel | 0.09 1 --- --- | 0.12 1 1154| |IBW @ Indian Bend Rd. | -0.15 0 --- --- | -0.15 0 0600| |IBW @ McDonald Dr. | -1.90 0 --- --- | -1.90 0 2400| |IBW @ Indian School Rd. | 0.72 0 --- --- | 1.07 108 0600| |IBW @ McKellips Rd. | 0.12 4 --- --- | 0.14 5 1200| |Jackrabbit Wash | 2.06 0 --- --- | 2.06 0 2400| -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report, Page 3 | | 05/29/20 0700 | |--------------------------------------------------------------------------------------------| | | CURRENT AT GAGE | 24-HOUR PEAK | | Gage Name |Gage Ht. Disch.Contents Capacity Pct|Gage Ht. Q(cfs) Time| | | ft. cfs ac-ft ac-ft full| ft. V(af) MST| |----------------------------------|------------------------------------|--------------------| |Lake Margherite | 0.80 0 --- --- | 0.80 0 0600| |Laveen Basin | 0.24 0 0 140 0 | 0.24 0 0600| |Magma FRS | 0.20 0 0 5,674 0 | 0.20 0 0600| |Martinez Creek | 2.80 0 --- --- | 2.80 0 2400| |McDowell Mountain Rd. | 0.00 0 --- --- | 0.00 0 0600| |McMicken Dam @ Bell Rd. | 0.35 0 --- --- | 0.35 0 0600| |McMicken Dam | 1.60 0 0 0 | 1.60 0 0600| |McMicken Floodway | 0.17 0 --- --- | 0.17 0 0600| |Mineral Canyon Basin | 2.09 0 0 495.4 0 | 2.24 3 0600| |New River Fire | 1.20 0 --- --- | 1.20 0 0600| |New River @ Loop 303 | 2.90 0 --- --- | 2.90 0 0600| |New River Dam Pool | 2.92 86 58 43,540 0 | 2.93 58 1800| |New River Dam Outlet | 0.68 0 --- --- | 0.68 0 0600| |New River @ Bell Rd. | 0.30 0 --- --- | 0.30 0 0600| |New River @ Glendale Ave. | 0.52 16 --- --- | 0.69 24 1800| |New River @ Glendale Ave. | 2.50 0 --- --- | 2.50 0 0600| |North Heights Dam | 0.25 0 0 138 0 | 0.25 0 0600| |Old Crosscut Canal @ McDowell Rd. | 0.20 0 --- --- | 0.20 0 0600| |Paradise Lane @ 33rd Dr. | 0.23 0 0 20 0 | 0.23 0 0600| |Paradise Lane @ 47th Ave. | 0.15 --- 2 30 6 | 0.15 2 0600| |Pecos Inflow North | 0.10 0 --- --- | 0.10 0 0600| |Pecos Inflow East | 0.73 26 --- --- | 0.80 34 1800| |Pecos Inflow West | 0.75 0 --- --- | 0.75 0 0600| |Pecos Basin Sediment | 1.48 0 0 46 0 | 1.48 0 0600| |Pecos Basin Pool | 6.05 0 0 351 0 | 6.05 0 0600| |Phoenix Dam 2A | 0.00 0 0 60 0 | 0.00 0 0600| |Phoenix Dam 2B | 0.00 0 0 48 0 | 0.11 0 1800| |Phoenix Basin #3 | 0.65 0 0 65 0 | 0.65 0 0600| |Phoenix Dam #4 | 0.10 0 0 43 0 | 0.10 0 0600| |Phoenix Dam #99 | 0.00 0 0 126 0 | 0.00 0 0600| |Phoenix Basin #7 | 0.17 0 0 27.2 0 | 0.17 0 0600| |Phoenix East Park Dam | 0.12 0 0 22 0 | 0.12 0 0600| |Phoenix West Park Dam | 0.20 0 0 113 0 | 0.20 0 0600| |Phoenix Zoo Dam #3 | 9.25 --- 13 13.2 97 | 9.25 13 0600| |Phoenix Zoo Dam #5 | 8.49 --- 9 9.6 96 | 8.49 9 0600| |Picacho Wash @ SR 74 | 1.00 0 --- --- | 1.00 0 0600| |Pima Canyon Wash | 1.69 0 --- --- | 1.69 0 0600| |Powder House Wash | -0.50 0 --- --- | -0.50 0 0600| |Powerline FRS | 0.20 0 0 4,901 0 | 0.20 0 0600| |Powerline Floodway | 0.20 0 --- --- | 0.20 0 0600| |Price Drain @ Loop 202 | 0.69 10 --- --- | 0.97 18 0337| |Prickly Pear Wash | 0.70 0 --- --- | 0.70 0 0600| |Queen Cr. @ CAP | 0.20 0 --- --- | 0.20 0 0600| |Queen Cr. @ Rittenhouse Rd. | --- --- --- --- | --- --- ---| |Rainbow Wash | 0.07 0 --- --- | 0.07 0 0600| |Rawhide Wash | 0.52 0 --- --- | 0.52 0 0600| |Reata Pass Dam | 0.15 0 0 49.5 0 | 0.24 0 1800| |Reata Pass Wash | 0.30 0 --- --- | 0.30 0 0600| |Rittenhouse FRS | 0.25 0 0 3,967 0 | 0.25 0 0600| |Roeser Rd. @ 23rd Ave. | 0.23 --- 0 45 0 | 0.23 0 0600| -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report, Page 4 | | 05/29/20 0700 | |--------------------------------------------------------------------------------------------| | | CURRENT AT GAGE | 24-HOUR PEAK | | Gage Name |Gage Ht. Disch.Contents Capacity Pct|Gage Ht. Q(cfs) Time| | | ft. cfs ac-ft ac-ft full| ft. V(af) MST| |----------------------------------|------------------------------------|--------------------| |Saddleback FRS | 0.30 0 0 6,743 0 | 0.30 0 0600| |Salt R. blw. Granite Reef | 4.25 0 --- --- | 4.25 0 0600| |Salt R. @ Val Vista Dr. | 0.40 0 --- --- | 0.40 0 0600| |Salt R. @ Priest Dr. | 2.60 0 --- --- | 2.61 0 1800| |Salt R. @ 7th Ave. | 0.23 5 --- --- | 0.23 5 0600| |Salt R. @ 51st Ave. | 1.70 2 --- --- | 1.70 2 0600| |Salt R. @ 67th Ave. Flow | 0.20 0 --- --- | 0.37 0 0750| |Sand Tank Wash @ I-8 | 1.30 0 --- --- | 1.30 0 0600| |Santa Cruz R. @ SR 84 | 0.02 0 --- --- | 0.02 0 0600| |Sauceda Wash | 1.14 0 --- --- | 1.16 2 2400| |Scatter Wash | 0.00 0 --- --- | 0.00 0 0600| |Seven Springs Wash | 0.67 44 --- --- | 0.67 44 0600| |Signal Butte FRS | -0.25 0 0 1,651 0 | -0.25 0 0600| |Siphon Draw @ Signal Butte Rd. | 0.65 0 --- --- | 0.65 0 0600| |Skunk Cr. near New River | 1.48 0 --- --- | 1.48 0 0600| |Skunk Cr. @ Desert Hills Dr. | 1.10 0 --- --- | 1.10 0 0300| |Skunk Cr. @ Carefree Hwy. | 1.51 81 --- --- | 1.51 81 0600| |Skunk Cr. @ Dixileta Dr. | 2.22 614 --- --- | 2.22 614 0600| |Skunk Creek @ I-17 | 1.23 0 --- --- | 1.23 0 0600| |Skunk Tank Wash | 0.50 0 --- --- | 0.50 0 0600| |Sols Trib. @ US 93 | 0.07 0 --- --- | 0.07 0 0600| |Sols Wash @ SR 71 | 0.30 0 --- --- | 0.30 0 0600| |Sols Wash near Matthie | 0.34 0 --- --- | 0.38 15 0900| |Sonoqui Wash near Hawes Rd. | 1.40 0 --- --- | 1.40 0 0600| |Sonoran Wash | 1.34 0 --- --- | 1.34 0 0600| |South Mountain Fan | 1.10 79 --- --- | 1.10 79 0600| |Spookhill FRS @ Brown Rd. | 0.31 10 10 2,761 0 | 0.31 0 0600| |Spookhill FRS @ McKellips Rd. | 0.25 0 0 2,761 0 | 0.25 0 2400| |Spookhill FRS @ McDowell Rd. | 0.00 0 0 2,761 0 | 0.00 0 0600| |Spookhill FRS | 0.30 0 0 2,761 0 | 0.40 0 2101| |Stagecoach Wash | 0.85 0 --- --- | 0.85 0 0600| |Stone Ridge Dam | 1.30 0 0 66 0 | 1.30 0 0600| |Sun Valley Pkwy. @ Northern Ave. | 0.15 0 --- --- | 0.15 0 0600| |Sun Ridge Canyon Dam | 1.20 0 0 94 0 | 1.34 0 0600| |Sunnycove FRS | 0.00 0 0 216.8 0 | 0.00 0 2400| |Sunset FRS | 0.10 0 0 77.5 0 | 0.10 0 0600| |Sycamore Creek Fire RADAR | 4.36 0 --- --- | 4.49 0 0959| |Sycamore Creek Fire PT | 7.26 0 --- --- | 7.26 0 0600| | | --- --- --- 198,545 --- | --- --- ---| |Tatum Basin Inflow | 0.10 0 --- --- | 0.10 0 0600| |Tatum Basin Outflow | 0.05 0 0 30.8 0 | 0.05 0 0600| |Tiger Wash | 4.73 0 --- --- | 4.73 0 0600| |Twin Buttes Wash | 0.75 0 --- --- | 0.75 0 0600| |University Dr. @ 62nd St. Basin | 0.25 0 0 24.8 0 | 0.25 0 0600| |Upper Trilby Wash | 0.90 0 --- --- | 0.90 0 0600| |UPRR Underpass @ Central Ave. | -4.93 --- --- --- | -4.93 --- 0600| |UPRR Underpass @ 1st Ave. | -2.24 --- --- --- | -2.23 --- 1200| |US 60 @ Gold Canyon | 0.10 0 --- --- | 0.10 0 0600| |Vekol Wash | 4.95 0 --- --- | 4.95 0 0600| |Vineyard FRS | 0.20 0 0 4,719 0 | 0.20 0 0600| -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report, Page 5 | | 05/29/20 0700 | |--------------------------------------------------------------------------------------------| | | CURRENT AT GAGE | 24-HOUR PEAK | | Gage Name |Gage Ht. Disch.Contents Capacity Pct|Gage Ht. Q(cfs) Time| | | ft. cfs ac-ft ac-ft full| ft. V(af) MST| |----------------------------------|------------------------------------|--------------------| |Vulture Mine Road | 0.70 0 --- --- | 0.70 0 0600| |Wagner Wash @ Sun Valley Pkwy. | 0.05 0 --- --- | 0.05 0 0600| |Waterman Wash @ Rainbow Valley Rd.| 0.45 0 --- --- | 0.45 0 0600| |Weekes Wash @ Baseline Rd. | 0.20 0 --- --- | 0.20 0 0600| |White Tank FRS #3 | 1.50 0 0 3,502 0 | 1.54 107 1800| |White Tank Outlet Channel | 0.96 0 --- --- | 0.96 0 0600| |White Tank FRS #4 | -0.60 0 0 1,446 0 | -0.60 0 0600| |Whitlow Ranch Dam | 11.72 268 16 35,593 0 | 11.73 16 1800| |Winters Wash | 0.51 0 --- --- | 0.51 0 0600| --------------------------------------------------------------------------------------------