USGS brass monument no stamping set in concrete surrounded by three yellow posts in line with the right edge of the gage house. 30 feet upstream from center line of the gage house. 1988 NAVD, 2001 adjustment. 78 to 01 Adjustment -2.2'
As of July 1, 2007, the elevation datum was changed from 1929 NGVD, 1978 adjustment to the 1988 NAVD, 2001 adjustment.
Cross Section
Addicks Reservoir Elevation for sensor 2113
is 74.41'
Reading on 4/6/2025 7:01 AM
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of Spillway","TOB_Abbreviation":"","BOC":66.30,"TipOfOrifice":null,"Benchmark":110.10,"Keymap":null,"InstallDate":"2000-01-12T00:00:00","MeasuringPlate":null,"Comment":"<br /><table bordercolor=\"#000000\" style=\"width: 100%; border-collapse: collapse;\" border=\"1\" cellspacing=\"0\" cellpadding=\"3\"><tbody><tr><td style=\"width: 100%;\">\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 8pt;\"> </span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 12pt;\">To learn about the Corps of Engineers’ Addicks and Barker Reservoirs and their operation go <a href=\"http://www.swg.usace.army.mil/Missions/DamSafetyProgram.aspx\"><span style=\"color: #0000ff;\">here</span></a>.<br /></span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 8pt;\"> </span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 12pt;\">To see the flowrate in Buffalo Bayou at Piney Point Road, the Corps of Engineers’ operational flow control point, go to <a href=\"http://waterdata.usgs.gov/nwis/uv/?site_no=08073700&agency_cd=USGS\"><span style=\"color: #0000ff;\">USGS Piney Point</span></a>.</span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"> </p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"> <img align=\"right\" style=\"width: 115px; height: 88px;\" alt=\"\" src=\"http://www.swg.usace.army.mil/portals/26/siteimages/USACE%20Galveston%20Castle%20Red%20Logo.jpg\" /> </p>\n<table class=\"MsoTableLightShadingAccent1\" bordercolor=\"currentColor\" style=\"border-collapse: collapse;\" border=\"1\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr style=\"height: 13.35pt; mso-yfti-irow: -1; mso-yfti-firstrow: yes;\">\n<td width=\"300\" valign=\"top\" style=\"border-width: 1pt; border-style: solid; border-color: windowtext windowtext #4f81bd; padding: 0in 5.4pt; width: 224.95pt; height: 13.35pt; background-color: transparent; mso-border-bottom-alt: solid #4F81BD 1.0pt; mso-border-bottom-themecolor: accent1; mso-border-alt: solid windowtext .5pt;\" colspan=\"2\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 5;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Key Elevations in Addicks Reservoir:</span></strong></p></td></tr>\n<tr style=\"height: 13.35pt; mso-yfti-irow: 0;\">\n<td width=\"60\" valign=\"top\" style=\"background: #d3dfee; border-width: medium medium medium 1pt; border-style: none none none solid; border-color: #f0f0f0 #f0f0f0 #f0f0f0 windowtext; padding: 0in 5.4pt; width: 44.8pt; height: 13.35pt; mso-border-left-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 68;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">103.8</span></strong></p></td>\n<td width=\"240\" valign=\"top\" style=\"background: #d3dfee; border-width: medium 1pt medium medium; border-style: none solid none none; border-color: #f0f0f0 windowtext #f0f0f0 #f0f0f0; padding: 0in 5.4pt; width: 180.15pt; height: 13.35pt; mso-background-themecolor: accent1; mso-background-themetint: 63; mso-border-right-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 64;\"><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Low Point of Barker Cypress Rd.</span></p></td></tr>\n<tr style=\"height: 13.35pt; mso-yfti-irow: 1;\">\n<td width=\"60\" valign=\"top\" style=\"border-width: medium medium medium 1pt; border-style: none none none solid; border-color: #f0f0f0 #f0f0f0 #f0f0f0 windowtext; padding: 0in 5.4pt; width: 44.8pt; height: 13.35pt; background-color: transparent; mso-border-left-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 4;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">96.6</span></strong></p></td>\n<td width=\"240\" valign=\"top\" style=\"border-width: medium 1pt medium medium; border-style: none solid none none; border-color: #f0f0f0 windowtext #f0f0f0 #f0f0f0; padding: 0in 5.4pt; width: 180.15pt; height: 13.35pt; background-color: transparent; mso-border-right-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal;\"><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Low Point of Eldridge Parkway</span></p></td></tr>\n<tr style=\"height: 14.5pt; mso-yfti-irow: 2; mso-yfti-lastrow: yes;\">\n<td width=\"60\" valign=\"top\" style=\"background: #d3dfee; border-width: medium medium 1pt 1pt; border-style: none none solid solid; border-color: #f0f0f0 #f0f0f0 windowtext windowtext; padding: 0in 5.4pt; width: 44.8pt; height: 14.5pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 68;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">96.0</span></strong></p></td>\n<td width=\"240\" valign=\"top\" style=\"background: #d3dfee; border-width: medium 1pt 1pt medium; border-style: none solid solid none; border-color: #f0f0f0 windowtext windowtext #f0f0f0; padding: 0in 5.4pt; width: 180.15pt; height: 14.5pt; mso-border-bottom-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63; mso-border-right-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 64;\"><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Low Point of SH 6</span></p></td></tr></tbody></table></td></tr></tbody></table> \n<p> </p>","Position":false,"ShowGraph":true,"StampedIdentifier":"USGS brass monument no stamping set in concrete surrounded by three yellow posts in line with the right edge of the gage house. 30 feet upstream from center line of the gage house. 1988 NAVD, 2001 adjustment. 78 to 01 Adjustment -2.2'","DatumDisclaimer":"As of July 1, 2007, the elevation datum was changed from 1929 NGVD, 1978 adjustment to the 1988 NAVD, 2001 adjustment.","USGSUrl":"http://waterdata.usgs.gov/tx/nwis/uv/?site_no=08073000","PositionLabel":"Addicks Reservoir","ShortPositionLabel":"Addicks Reservoir","DownstreamLabel":"Buffalo Bayou","Location":"2110 Addicks Dam","ClassName":"Stream_Gage_Floa","SensorDescription":"Pressure Transducer","WatershedName":null,"SensorId":2113,"SiteType":"Dam","RegionName":"Harris County Flood Control District","StreamGageType":"USGS Radar","County":null,"PavementElevation":null,"TOC":null,"BOB":null,"BridgeApproach":null,"Weir":null,"FloodStage":null,"FloodLevelIndicator":93.00,"NoFloodCategory":false,"NWSUrl":null,"FLLevelIndicator":96.00,"FL_Label":"Flooding Likely","FL_Abbreviation":""},"HistoricalInfo":[{"PK_StreamGageHistoricalInfo":1017,"FK_Sensor":2705,"InfoName":"10% (10-Year)","StreamLevel":96.50},{"PK_StreamGageHistoricalInfo":1018,"FK_Sensor":2705,"InfoName":"2% (50-Year)","StreamLevel":98.40},{"PK_StreamGageHistoricalInfo":1019,"FK_Sensor":2705,"InfoName":"1% (100-Year)","StreamLevel":100.30},{"PK_StreamGageHistoricalInfo":1247,"FK_Sensor":2705,"InfoName":".2% (500-year)","StreamLevel":107.50}],"EventInfo":[{"PK_StreamGageEventInfo":2038,"FK_Sensor":2705,"EventDate":"1968-05-15T00:00:00","EventName":null,"StreamLevel":95.20},{"PK_StreamGageEventInfo":2033,"FK_Sensor":2705,"EventDate":"1992-03-09T00:00:00","EventName":null,"StreamLevel":97.50},{"PK_StreamGageEventInfo":2036,"FK_Sensor":2705,"EventDate":"1994-10-23T00:00:00","EventName":null,"StreamLevel":95.60},{"PK_StreamGageEventInfo":2035,"FK_Sensor":2705,"EventDate":"1998-11-17T00:00:00","EventName":null,"StreamLevel":95.70},{"PK_StreamGageEventInfo":2034,"FK_Sensor":2705,"EventDate":"2002-11-07T00:00:00","EventName":null,"StreamLevel":96.50},{"PK_StreamGageEventInfo":2028,"FK_Sensor":2705,"EventDate":"2006-07-26T00:00:00","EventName":null,"StreamLevel":90.80},{"PK_StreamGageEventInfo":2029,"FK_Sensor":2705,"EventDate":"2009-04-28T00:00:00","EventName":null,"StreamLevel":100.00},{"PK_StreamGageEventInfo":2030,"FK_Sensor":2705,"EventDate":"2012-07-12T00:00:00","EventName":null,"StreamLevel":94.10},{"PK_StreamGageEventInfo":2037,"FK_Sensor":2705,"EventDate":"2015-05-31T00:00:00","EventName":null,"StreamLevel":95.50},{"PK_StreamGageEventInfo":2031,"FK_Sensor":2705,"EventDate":"2016-04-18T00:00:00","EventName":null,"StreamLevel":102.50},{"PK_StreamGageEventInfo":2032,"FK_Sensor":2705,"EventDate":"2017-08-27T00:00:00","EventName":"Harvey","StreamLevel":109.10}],"ClearCreekGate":{"StatusDate":"2024-07-10T09:20:00","Status":false},"EarlierLevel":{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T07:03:26","DataValue":67.78000000},"LaterLevel":null,"GraphLevels":[{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T07:10:00","DataValue":67.78000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T11:03:26","DataValue":67.78000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T15:03:26","DataValue":67.74000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T18:21:26","DataValue":67.85000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T18:33:26","DataValue":67.99000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T18:43:26","DataValue":68.15000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T18:49:26","DataValue":68.26000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T18:55:26","DataValue":68.39000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:01:26","DataValue":68.55000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:03:26","DataValue":68.55000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:07:26","DataValue":68.68000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:13:26","DataValue":68.87000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:19:26","DataValue":69.00000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:25:26","DataValue":69.13000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:31:26","DataValue":69.24000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:39:26","DataValue":69.37000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:45:26","DataValue":69.49000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T19:55:26","DataValue":69.60000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T20:03:26","DataValue":69.73000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T20:13:26","DataValue":69.84000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T20:25:26","DataValue":69.98000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T20:33:26","DataValue":70.10000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T20:43:26","DataValue":70.21000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T20:51:26","DataValue":70.33000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:01:26","DataValue":70.47000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:07:26","DataValue":70.58000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:15:26","DataValue":70.66000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:19:26","DataValue":70.77000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:25:26","DataValue":70.87000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:31:26","DataValue":70.98000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:37:26","DataValue":71.09000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:43:26","DataValue":71.23000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:45:26","DataValue":71.23000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:49:26","DataValue":71.38000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T21:55:26","DataValue":71.50000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T22:01:26","DataValue":71.65000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T22:07:26","DataValue":71.79000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2025-04-05T22:13:26","DataValue":71.93000000},{"SiteId":2110,"SensorId":2113,"Data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of Spillway","Description":"","Value":108.00,"Attributes":"#9900ff","ThresholdType":"Top of Spillway"},{"Name":"House Flooding","Description":"","Value":103.40,"Attributes":"#c00000","ThresholdType":"House Flooding"},{"Name":"SH 6 Flooding","Description":"","Value":96.00,"Attributes":"#ff9900","ThresholdType":"SH 6 Flooding"}],"ShortTitleLabelPrefix":"Addicks Reservoir","FLLevelIndicator":96.00,"FL_Label":"Flooding Likely","FL_Abbreviation":""}
true
242
Export to Excel
24 Hours
Sensor
Reading Date
Elevation
2113
4/6/2025 7:01 AM
74.41'
2113
4/6/2025 6:45 AM
74.44'
2113
4/6/2025 6:31 AM
74.40'
2113
4/6/2025 6:15 AM
74.45'
2113
4/6/2025 6:01 AM
74.49'
2113
4/6/2025 5:45 AM
74.54'
2113
4/6/2025 5:31 AM
74.49'
2113
4/6/2025 5:15 AM
74.52'
2113
4/6/2025 5:01 AM
74.49'
2113
4/6/2025 4:45 AM
74.52'
2113
4/6/2025 4:31 AM
74.50'
2113
4/6/2025 4:15 AM
74.51'
2113
4/6/2025 4:01 AM
74.48'
2113
4/6/2025 3:45 AM
74.54'
2113
4/6/2025 3:31 AM
74.50'
2113
4/6/2025 3:15 AM
74.52'
2113
4/6/2025 3:01 AM
74.47'
2113
4/6/2025 2:45 AM
74.47'
2113
4/6/2025 2:31 AM
74.46'
2113
4/6/2025 2:15 AM
74.42'
2113
4/6/2025 2:01 AM
74.39'
2113
4/6/2025 1:45 AM
74.39'
2113
4/6/2025 1:39 AM
74.41'
2113
4/6/2025 1:31 AM
74.39'
2113
4/6/2025 1:15 AM
74.31'
2113
4/6/2025 1:01 AM
74.28'
2113
4/6/2025 12:57 AM
74.29'
2113
4/6/2025 12:45 AM
74.18'
2113
4/6/2025 12:33 AM
74.16'
2113
4/6/2025 12:31 AM
74.14'
2113
4/6/2025 12:19 AM
74.05'
2113
4/6/2025 12:15 AM
74.02'
2113
4/6/2025 12:03 AM
73.92'
2113
4/6/2025 12:01 AM
73.89'
2113
4/5/2025 11:51 PM
73.80'
2113
4/5/2025 11:45 PM
73.69'
2113
4/5/2025 11:43 PM
73.69'
2113
4/5/2025 11:33 PM
73.55'
2113
4/5/2025 11:31 PM
73.50'
2113
4/5/2025 11:25 PM
73.40'
2113
4/5/2025 11:15 PM
73.27'
2113
4/5/2025 11:07 PM
73.11'
2113
4/5/2025 11:01 PM
72.97'
2113
4/5/2025 10:55 PM
72.86'
2113
4/5/2025 10:49 PM
72.75'
2113
4/5/2025 10:45 PM
72.62'
2113
4/5/2025 10:43 PM
72.62'
2113
4/5/2025 10:33 PM
72.46'
2113
4/5/2025 10:31 PM
72.38'
2113
4/5/2025 10:27 PM
72.29'
2113
4/5/2025 10:19 PM
72.10'
2113
4/5/2025 10:15 PM
71.93'
2113
4/5/2025 10:13 PM
71.93'
2113
4/5/2025 10:07 PM
71.79'
2113
4/5/2025 10:01 PM
71.65'
2113
4/5/2025 9:55 PM
71.50'
2113
4/5/2025 9:49 PM
71.38'
2113
4/5/2025 9:45 PM
71.23'
2113
4/5/2025 9:43 PM
71.23'
2113
4/5/2025 9:37 PM
71.09'
2113
4/5/2025 9:31 PM
70.98'
2113
4/5/2025 9:25 PM
70.87'
2113
4/5/2025 9:19 PM
70.77'
2113
4/5/2025 9:15 PM
70.66'
2113
4/5/2025 9:07 PM
70.58'
2113
4/5/2025 9:01 PM
70.47'
2113
4/5/2025 8:51 PM
70.33'
2113
4/5/2025 8:43 PM
70.21'
2113
4/5/2025 8:33 PM
70.10'
2113
4/5/2025 8:25 PM
69.98'
2113
4/5/2025 8:13 PM
69.84'
2113
4/5/2025 8:03 PM
69.73'
2113
4/5/2025 7:55 PM
69.60'
2113
4/5/2025 7:45 PM
69.49'
2113
4/5/2025 7:39 PM
69.37'
2113
4/5/2025 7:31 PM
69.24'
2113
4/5/2025 7:25 PM
69.13'
2113
4/5/2025 7:19 PM
69.00'
2113
4/5/2025 7:13 PM
68.87'
2113
4/5/2025 7:07 PM
68.68'
2113
4/5/2025 7:03 PM
68.55'
2113
4/5/2025 7:01 PM
68.55'
2113
4/5/2025 6:55 PM
68.39'
2113
4/5/2025 6:49 PM
68.26'
2113
4/5/2025 6:43 PM
68.15'
2113
4/5/2025 6:33 PM
67.99'
2113
4/5/2025 6:21 PM
67.85'
2113
4/5/2025 3:03 PM
67.74'
2113
4/5/2025 11:03 AM
67.78'
Loading…
Flood Frequency
Elevation
10% (10-Year)
96.50'
2% (50-Year)
98.40'
1% (100-Year)
100.30'
.2% (500-year)
107.50'
Loading…
Historical Storm
Date
Event
Elevation
5/15/1968
95.20'
3/9/1992
97.50'
10/23/1994
95.60'
11/17/1998
95.70'
11/7/2002
96.50'
7/26/2006
90.80'
4/28/2009
100.00'
7/12/2012
94.10'
5/31/2015
95.50'
4/18/2016
102.50'
8/27/2017
Harvey
109.10'
High water mark elevations are approximate.
Loading…
Showing rainfall totals from 4/5/2025 7:00 AM to 4/6/2025 7:00 AM CDT
Data not verified
The following detail shows the rainfall that has fallen by the selected time span.
The default selection matches the Rainfall totals in the graph above.
Export to Excel
5 Minutes
10 Minutes
15 Minutes
30 Minutes
1 Hour
3 Hours
6 Hours
12 Hours
1 Day
Reading Date From
Reading Date To
Rain
4/6/2025 6:00 AM
4/6/2025 7:00 AM
0.00"
4/6/2025 5:00 AM
4/6/2025 6:00 AM
0.00"
4/6/2025 4:00 AM
4/6/2025 5:00 AM
0.00"
4/6/2025 3:00 AM
4/6/2025 4:00 AM
0.00"
4/6/2025 2:00 AM
4/6/2025 3:00 AM
0.00"
4/6/2025 1:00 AM
4/6/2025 2:00 AM
0.00"
4/6/2025 12:00 AM
4/6/2025 1:00 AM
0.00"
4/5/2025 11:00 PM
4/6/2025 12:00 AM
0.00"
4/5/2025 10:00 PM
4/5/2025 11:00 PM
0.00"
4/5/2025 9:00 PM
4/5/2025 10:00 PM
0.00"
4/5/2025 8:00 PM
4/5/2025 9:00 PM
0.00"
4/5/2025 7:00 PM
4/5/2025 8:00 PM
0.00"
4/5/2025 6:00 PM
4/5/2025 7:00 PM
0.00"
4/5/2025 5:00 PM
4/5/2025 6:00 PM
0.00"
4/5/2025 4:00 PM
4/5/2025 5:00 PM
0.00"
4/5/2025 3:00 PM
4/5/2025 4:00 PM
0.00"
4/5/2025 2:00 PM
4/5/2025 3:00 PM
0.00"
4/5/2025 1:00 PM
4/5/2025 2:00 PM
0.00"
4/5/2025 12:00 PM
4/5/2025 1:00 PM
0.00"
4/5/2025 11:00 AM
4/5/2025 12:00 PM
0.00"
4/5/2025 10:00 AM
4/5/2025 11:00 AM
0.00"
4/5/2025 9:00 AM
4/5/2025 10:00 AM
0.00"
4/5/2025 8:00 AM
4/5/2025 9:00 AM
0.00"
4/5/2025 7:00 AM
4/5/2025 8:00 AM
0.00"
Loading…
The Harris County Flood Control District (HCFCD) provides information via this website as a public service. While HCFCD makes every effort to ensure information is up-to-date, accurate and complete, HCFCD makes no representations, guarantees, or warranties as to the availability, accuracy, completeness, currency or suitability of the information provided via this website. HCFCD specifically disclaims any and all liability for any claims or damages that may result from providing the website or the information it contains. All liability with respect to actions taken or not taken based on the contents of this site is hereby expressly disclaimed.
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