-------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report | | 09/18/20 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 | 0.34 103 --- --- | 0.34 103 0600| |10th St. Wash Basin #1 | 0.33 0 0 21.6 0 | 0.33 0 0600| |ACDC @ 36th St. | 0.12 0 --- --- | 0.12 0 0600| |ACDC @ 14th St. | 0.40 0 --- --- | 0.40 0 0600| |ACDC @ 43rd Ave. | 0.96 0 --- --- | 0.96 0 0600| |ACDC @ 67th Ave. | 0.00 0 --- --- | 0.00 0 0600| |Adobe Dam Outlet | 0.00 0 --- --- | 0.00 0 0600| |Adobe Dam Pool | 2.86 80 12 18,350 0 | 2.87 12 1800| |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 | 0.75 0 --- --- | 0.75 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 | 0.00 0 --- --- | 0.15 2 1200| |Aspen Dam | 0.24 0 0 183 0 | 0.24 0 0600| |Baseline Rd. @ 43rd Ave. | 0.27 --- 0 45.4 0 | 0.27 0 0600| |Bender Wash | 1.20 0 --- --- | 1.20 0 0600| |Berneil Wash | 0.00 0 --- --- | 0.00 0 0600| |Blue Tank Wash | 1.10 0 --- --- | 1.10 0 0600| |Box Wash | 0.27 0 --- --- | 0.30 0 2400| |Buckeye FRS #1 Slave | 0.21 0 0 8,266 0 | 0.22 0 1200| |Buckeye FRS #2 | -1.39 0 0 825 0 | -1.39 0 0600| |Buckeye FRS #3 | -4.08 0 0 1,290 0 | -4.08 0 0600| |Bullard Wash @ Indian School Rd. | 0.70 0 --- --- | 0.75 0 1800| |Bullard Wash @ Van Buren St. | 0.40 0 --- 25.7 --- | 0.40 0 0600| |Camelback Rd. @ 24th Ave. | 0.52 --- 2 25.7 8 | 0.79 3 0907| |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 0600| |CAP Reach11 Dike #3 | 0.00 0 0 2,118 0 | 0.00 0 0600| |CAP Reach11 Dike #4 | 0.00 0 0 6,550 0 | 0.00 0 0600| |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 | 0.96 1 --- --- | 1.05 2 1200| |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. | 2.64 1 --- --- | 2.64 1 0300| |Cave Creek | 0.25 0 --- --- | 0.25 0 0600| |Cave Cr. near Cave Creek | 0.00 0 --- --- | 0.00 0 0600| |Cave Creek @ CAP | 0.15 9 --- --- | 0.22 42 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 --- --- | 0.00 0 0600| |Centennial Levee | 0.72 19 --- --- | 0.72 19 0600| |Centennial Railroad | 4.95 0 --- --- | 4.95 0 0600| |Centennial Trib. @ Dobbins Rd. | 1.29 19 --- --- | 1.29 19 0600| |Cline Creek | 0.95 0 --- --- | 0.95 0 0300| |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 | 2.75 --- --- 456 --- | 2.75 --- 0600| -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report, Page 2 | | 09/18/20 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 --- --- | 0.92 123 1200| |Delaney Wash | 0.00 0 --- --- | 0.00 0 0600| |Desert Hills Wash | 0.54 12 --- --- | 0.59 13 1800| |Dreamy Draw Dam | 0.16 2 0 331.7 0 | 0.16 0 0600| |Dysart Drain @ Luke AFB | 0.35 0 --- --- | 0.35 0 0600| |Dysart Drain @ El Mirage Rd. | 0.30 0 --- --- | 0.38 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 | 0.20 0 0 162 0 | 0.20 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 | 1.20 0 --- --- | 1.25 38 1800| |EMF @ Broadway Rd. | -3.84 0 --- --- | -3.79 0 1200| |EMF below Powerline Floodway | 0.20 0 --- --- | 0.20 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 | 0.44 0 --- --- | 0.44 0 0600| |Ford Canyon Wash | 0.72 0 --- --- | 0.72 0 0600| |Freestone Basin | 3.07 --- 0 217 0 | 3.07 0 0600| |Galloway Wash @ Galloway Rd. | 0.15 0 --- --- | 0.17 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 | 0.26 604 --- --- | 0.26 604 1800| |Gila R. @ Maricopa Rd. | 1.36 0 --- --- | 1.36 0 0600| |Golden Eagle Park Dam | 3.05 0 0 96.6 0 | 3.05 0 0600| |Grand Ave. @ 27th Ave. | 0.45 0 0 40 0 | 0.45 0 0600| |Granite Reef Diversion | -0.25 0 --- --- | -0.25 0 0600| |Granite Reef Wash | 1.30 5 --- --- | 1.30 5 0600| |Greene Wash @ SR 84 | 0.02 157 --- --- | 0.02 157 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 | 0.52 0 0 8,689 0 | 0.62 0 1200| |Hartman Wash | 0.00 0 --- --- | 0.00 0 0600| |Hassayampa R. @ Wagoner Rd. | 2.27 0 --- --- | 2.27 0 0600| |Hassayampa R. @ Box Canyon | 3.15 0 --- --- | 3.24 4 1800| |Hassayampa R. @ US 60 | 0.60 0 --- --- | 0.60 0 0600| |Hassayampa R. near Morristown | 7.32 0 --- --- | 7.32 0 0600| |Hassayampa R. @ I-10 Slave | 1.12 0 --- --- | 1.12 0 0600| |Hesperus Dam | 0.93 12 0 276 0 | 0.93 0 0600| |IBW @ Sweetwater Ave. | 0.04 1 --- --- | 0.24 20 1800| |IBW @ Shea Blvd. | 0.35 0 --- --- | 0.35 0 0600| |IBW Interceptor Channel | 0.04 0 --- --- | 0.04 0 0600| |IBW @ Indian Bend Rd. | -0.15 0 --- --- | -0.15 0 0600| |IBW @ McDonald Dr. | -1.83 0 --- --- | -1.83 0 2400| |IBW @ Indian School Rd. | 0.87 54 --- --- | 0.87 54 0600| |IBW @ McKellips Rd. | 0.19 8 --- --- | 0.20 8 1200| |Jackrabbit Wash | 2.18 0 --- --- | 2.18 0 0600| -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- | FLOOD CONTROL DISTRICT OF MARICOPA COUNTY | | Daily Surface Water Report, Page 3 | | 09/18/20 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 | 0.39 0 0 140 0 | 0.41 0 1200| |Magma FRS | 0.24 0 0 5,674 0 | 0.24 0 0600| |Martinez Creek | 2.80 0 --- --- | 2.80 0 0600| |McDowell Mountain Rd. | 0.00 0 --- --- | 0.00 0 0600| |McMicken Dam @ Bell Rd. | 0.35 0 --- --- | 0.35 0 0600| |McMicken Dam | 1.70 0 468 468 | 1.70 468 0600| |McMicken Floodway | 0.15 0 --- --- | 0.15 0 0600| |Mineral Canyon Basin | 2.24 0 0 495.4 0 | 2.29 4 2400| |New River Fire | 1.20 0 --- --- | 1.20 0 0000| |New River @ Loop 303 | 3.42 1 --- --- | 3.42 1 0600| |New River Dam Pool | 2.89 0 0 43,540 0 | 2.90 57 2400| |New River Dam Outlet | 0.68 0 --- --- | 0.71 0 1800| |New River @ Bell Rd. | 0.30 0 --- --- | 0.32 95 1800| |New River @ Glendale Ave. RADAR | 0.66 22 --- --- | 0.86 35 1425| |New River @ Glendale Ave. PT | 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. | 0.10 --- 0 30 0 | 0.10 0 0600| |Pecos Inflow North | 0.10 0 --- --- | 0.10 0 0600| |Pecos Inflow East | 0.73 0 --- --- | 0.80 34 1200| |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 | 0.02 0 0 60 0 | 0.02 0 0600| |Phoenix Dam 2B | 0.00 0 0 48 0 | 0.08 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 | 0.10 0 0 22 0 | 0.10 0 0600| |Phoenix West Park Dam | 0.20 0 0 113 0 | 0.20 0 0600| |Phoenix Zoo Dam #3 | 9.17 --- 13 13.2 96 | 9.25 13 2400| |Phoenix Zoo Dam #5 | 8.35 --- 9 9.6 93 | 8.35 9 0600| |Picacho Wash @ SR 74 | 1.05 0 --- --- | 1.05 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 | 0.22 0 --- --- | 0.22 0 0600| |Price Drain @ Loop 202 | 3.51 181 --- --- | 3.51 181 0600| |Prickly Pear Wash | 0.70 0 --- --- | 0.70 0 0600| |Queen Cr. @ CAP | 0.20 0 --- --- | 0.20 0 0600| |Queen Cr. @ Rittenhouse Rd. | 0.17 6 --- --- | 0.17 6 2400| |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 | 0.22 0 1200| |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 | | 09/18/20 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 --- --- | 4.29 0 1200| |Salt R. @ Val Vista Dr. | 0.40 0 --- --- | 0.40 0 0600| |Salt R. @ Priest Dr. | 2.60 0 --- --- | 2.74 0 1800| |Salt R. @ 7th Ave. | 0.30 6 --- --- | 0.41 8 1800| |Salt R. @ 51st Ave. | 1.60 0 --- --- | 1.60 0 2400| |Salt R. @ 67th Ave. Flow | -0.35 0 --- --- | -0.35 0 0600| |Sand Tank Wash @ I-8 | 1.30 0 --- --- | 1.30 0 0600| |Santa Cruz R. @ SR 84 | 0.00 0 --- --- | 0.00 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 0600| |Skunk Cr. @ Carefree Hwy. | 1.53 82 --- --- | 1.53 82 0600| |Skunk Cr. @ Dixileta Dr. | 2.25 627 --- --- | 2.25 627 0600| |Skunk Creek @ I-17 | 1.23 0 --- --- | 1.42 271 0242| |Skunk Tank Wash | 0.54 5 --- --- | 0.54 5 0600| |Sols Trib. @ US 93 | 0.07 0 --- --- | 0.07 0 0600| |Sols Wash @ SR 71 | 0.10 0 --- --- | 0.10 0 0600| |Sols Wash near Matthie | 0.36 0 --- --- | 0.39 15 1200| |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. | 0.29 3 3 2,761 0 | 0.29 0 0600| |Spookhill FRS @ McKellips Rd. | 0.25 0 0 2,761 0 | 0.25 0 0600| |Spookhill FRS @ McDowell Rd. | 0.00 0 0 2,761 0 | 0.00 0 0600| |Spookhill FRS | 0.30 0 0 2,761 0 | 0.35 0 1800| |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 7 --- --- | 0.15 7 0600| |Sun Ridge Canyon Dam | 1.78 25 0 94 0 | 2.17 0 0352| |Sunnycove FRS | 0.20 0 0 216.8 0 | 0.20 0 0600| |Sunset FRS | 0.14 0 0 77.5 0 | 0.14 0 0600| |Sycamore Creek Fire RADAR | 2.48 0 --- --- | 2.52 0 1800| |Sycamore Creek Fire PT | 3.10 0 --- --- | 3.10 0 0600| |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 --- --- | 0.76 12 1200| |University Dr. @ 62nd St. Basin | 0.39 0 0 24.8 0 | --- 0 0600| |Upper Trilby Wash | 0.97 2 --- --- | 0.97 2 0600| |UPRR Underpass @ Central Ave. | -5.00 --- --- --- | -5.00 --- 0600| |UPRR Underpass @ 1st Ave. | -8.08 --- --- --- | -8.08 --- 1800| |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 | | 09/18/20 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 2400| |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 | 1.50 0 0600| |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 1200| |Winters Wash | 0.65 22 --- --- | 0.65 22 0600| --------------------------------------------------------------------------------------------