This story illustrates on of the dangers of pit capture in sand mining. During the peak of Imelda, 42,000 cubic feet of floodwater per second came down Caney Creek. However, early the morning of September 19th, residents south of the Triple PG Sand Mine on Hueni Road in Porter started seeing water coming from the mine before it came up from the creek.
Escaping with Only a Minute to Spare
They started evacuating their families and animals. One Walden Woods resident told me that the water came up so fast, it covered an entire SUV within an hour. Another told me that had she waited one more minute to evacuate, she and her family would have had no way out. The force of the rushing water undermined the house and garage of a third. Farther south of the mine, residents of Dogwood Lane, Woodstream Village, Dunnam Road, and Riverchase felt the same panic.
Caney Creek Captures Triple PG Sand Pits
So what happened? A review of aerial photographs below taken on 10.2.19, almost two weeks after Imelda, showed a massive breach in the northern dike of the mine. Erosion patterns suggest the water then rushed through the mine in a north to south direction.
Trees laid down in a southerly direction at the entry point
Sand waves orient along the north-to-south direction of flow
East/west roads separating the ponds were blown out, by water flowing north to south
The mines main stockpile shows massive erosion along its western edge in a north-to-south direction
Sand is piled up against the mine’s main building along the northern side only (where the water came from)
Photo Tour of the Aftermath
All the photographic evidence suggests a classic case of pit capture. Peach Creek joins Caney Creek just north of this entry point.
Where water entered the mine from the north. Looking northwest from inside the mine and past the northern dike. Note the trees pushed into the mine by the force of the water, indicated the direction of flow.Reverse shot. Looking south into the Triple PG Sand Mine.A closer view of the same scene shows clear evidence of erosion within the mine from rushing floodwaters. The water came from directly behind the camera position. The road in the middle was blown out, but reconstructed by the time I shot this photo two weeks after Imelda. The TCEQ said they could not safely reach this part of the mine because of damaged roads.
You can see from the shot above that water barreled through this mine as if shot from a water cannon.
Close up of repairs to damaged road. Looking southwest. Sand patterns show water moving north to south. Note the sand pushed up against the north-facing back of this building.The eastern side of this stockpile was eroded from the bottom by water side-swiping it from a north-to-south direction.
No Effective Dike at Southern End of Mine
There really is no dike at the southern end of the pit, just a road around the perimeter. The ground level in the neighborhood to the south is virtually even with the level of the road. After water flowed through the pit, it flowed through neighborhood(s) to the south and damaged homes. It’s easy to see the damage immediately south of the pit and imagine the pit capture as the cause of the damage. The damage faces the mine, not Caney Creek to the east.
Floodwaters from the Triple PG mine partially knocked this home off its foundation. The owner had to jack it up and re-level it. The back of the house faces the mine and is not more than a hundred feet from it.The same homeowner’s garage. Floodwaters from the mine scoured under it. Again, the back of the garage faces the mine and is not more than a 100 feet from it.
Reasons for Pit Capture
What is pit capture? It’s when a river or stream cuts through the pit of a nearby sand/gravel mine instead of following its normal course.
How does it happen? Water starts to overtop or penetrate the dike. It creates a fissure that rapidly widens and opens a hole. Pretty soon the dike collapses and the water rushes in. The water moves from areas of high pressure and elevation to areas of low pressure and elevation. After the water moves into into the pit, it fills the pit up and needs to find a way out on the other end. Like a water ballon attached to a faucet, sooner or later dikes on the other side burst.
Why does this happen?
The mine was built in the floodway of Caney Creek on a point bar
Dikes made out of sand could not withstand the force of the water
Dikes had previously failed in the same places and left “weak points”
When the water came up, it took the path of least resistance
Texas has no minimum setbacks from rivers for mines
Texas enforces no best management practices for mines
Potential fines could reach well past a million dollars. That raises the question, “What can be done with this mine to protect residents below the mine and to protect the City of Houston’s water supply?”
Over the years, Triple PG’s owners have removed 800 acres of forest and an unknown volume of sand from the mine. The risk of pit capture is greatest were mines are deeper than the adjacent river bed and close to the river/stream. Both conditions apply in this case.
The dike between Caney Creek and the Triple PG pit is a narrow strip of unvegetated dirt, just wide enough to support a vehicle…and not compacted very well as you can see below.
This shows repairs to an exit breach to Caney Creek farther south. No geotextile fabrics or rip rap are holding the repair together. Photo courtesy of Josh Alberson. Taken 11.2.2019.This closer shot shows the same breach filled with sand and clay. You can see how flimsy the repair is. The uncompacted and unprotected soil is already eroding after two inches of rain last week.Photo courtesy of Josh Alberson. Taken on 11.2.2019.
If the courts should shut this mine down, sealing it off permanently will be difficult and costly.
Posted by Bob Rehak on 11.3.2019 with images from Josh Alberson
796 Days since Hurricane Harvey and 45 since Imelda
The thoughts in this post reflect my opinions on matters of public concern and safety. They are protected by the First Amendment of the US Constitution and the Anti-SLAPP Statute of the Great State of Texas.
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2019/11/Triple-PG-Mine-Looking-South-10.2.19.jpg?fit=1500%2C1000&ssl=110001500adminadmin2019-11-02 20:10:422019-11-02 20:10:53Pit Capture on Caney Creek: What Happens When A Sand Mine Builds Flimsy Dikes in Floodways
At this point, the world knew that flood maps would soon change radically. But the LJA report contains no mention of Harvey, USGS, or NOAA’s new Atlas 14 data. And in fact…
Less than one month after the LJA Engineering hydrology report, on September 27, NOAA issued new rainfall frequency values for Texas. Called Atlas 14, the NOAA analysis established significantly higher rainfall frequency values for this part of Texas.
New updated NOAA Atlas 14 data shows that a hundred-year rain for the Lake Houston area is now defined as 17.3 inches in 24 hours, up from 12.17 inches by the old standards.
NOAA redefined the amount of rainfall it takes to qualify as a 100-year or 1000-year event. They defined the new 100-year rain as 17.3 inches in 24-hours – a 42% increase. That means that to meet new 100-year standards, Perry would have had to increase its detention capacity by 42%. Instead of 271 acre feet, it would have needed 385.
Using Atlas 14 would have reduced the number of salable lots and the economic projections for the development to a substantial degree.
The one flood map in the 59-page LJA Engineering hydrology report shows flood plains magically stopping at the county line.
National Wetlands Inventory Map shows both sections of Woodridge Village contain wetlands.
Woodridge Plans Approved Even Before LJA Submitted Hydrology Report
Now here’s where it gets even more interesting. City of Houston approved the detention plans on 8/12/18 – two weeks BEFORE the LJA hydrology report on 8/28/18 and only a month BEFORE NOAA released the new Atlas 14 data. Hmmmm! Think they were in a hurry to get these approved? (Note: The approval date for MoCo is unreadable).
Signature block for City of Houston from Woodridge Village detention plans.
Perry Homes played a game of beat the clock and was winning … until May 7, 2019.
Future Flood Risk Remains Even with Planned Detention Ponds
Until now, I have been posting about the lack of detention ponds. Closer analysis reveals that this is only part of the problem. Even if Perry builds the remainder of the detention ponds as planned, they will be insufficient to meet the new NOAA standards and will pose a flood risk to people downstream.
After contributing to two floods in Elm Grove and North Kingwood Forest, the engineers and owners of Woodridge Village surely must realize how dangerous trying to Beat the Clock was.
Forty-two percent of a 100-year flood as defined by the new Atlas-14 data will overflow the banks of the detention ponds and add to the load on Taylor Gully or go into the streets of Elm Grove and North Kingwood Forest.
Facing west. This panoramic drone image by Chris Betz takes in most of the Woodridge Village constructions site. Note the ponding water 3.5 days after a two-inch rain.
This image taken Friday night at Sunset shows how impervious the Woodridge soil is. Water is still ponding three and a half days after a two-inch rain (October 28, 2019).
795 Days after Hurricane Harvey and 45 after Imelda
The thoughts expressed in this post represent my opinions on matters of public policy and safety. They are protected by the First Amendment of the US Constitution and the Anti-SLAPP Statute of the great State of Texas.
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2019/11/Aerial-Perry-Sml.jpg?fit=3553%2C851&ssl=18513553adminadmin2019-11-01 23:33:312019-11-03 20:13:20Woodridge Village Detention Calculations Off by More Than 40% According to New Standard
After St. Martha’s Catholic School and Kids in Action almost flooded on a two inch rain earlier this week, I asked Harris County Flood Control a series of questions about Ben’s Branch. The questions covered a variety of topics. They included the Kingwood Drainage Assessment; flood mitigation alternatives along the creek; preservation of natural amenities; a maintenance agreement with Friendswood and Bear Branch Trail Association; timing for all of the above; and more.
St. Martha’s school on Tuesday after two inches of rain
Harris County Flood Control District continues to be a paragon of openness and transparency.Below: detailed answers to the questions people have been asking.
Q. Ben’s Branch is included in the Kingwood Drainage Assessment. When will that study be complete?
A. Our consultant is scheduled to submit the Draft Feasibility Report for HCFCD review in May 2020. We plan to hold a public meeting by early 2020 to present preliminary results and then a second meeting to present final results and recommendations for future actions.
Q. Will the consultant report findings on creeks “as they go” (one by one) or deliver one summary report at the end? (The concern: that they could sit on recommendations for months that might prevent flooding in the interim.)
A. We do not envision the alternative analysis to be completed on a creek by creek basis, but we are working to identify some initial projects that could be recommended for implementation prior to completion of the report.
This assessment is to determine level of service and make recommendations for projects to move into preliminary engineering once this assessment has concluded. Some projects might require partnerships to implement.
Q. I understand that you are close to reaching a maintenance agreement with Friendswood for the natural portion of Ben’s Branch between North Park and Kingwood Drive. Can you send me a copy of the proposed maintenance agreement or, as a backup, summarize the key features?
We are seeking an easement from the Bear Branch Trail Association, with a waiver from Friendswood Development Company, to perform desnag activities for stormwater conveyance purposes on the portion of Bens Branch between Woodland Hills and Kingwood Drive where we currently have no property rights; that is, from approximately 1,500 feet downstream of Woodland Hills to approximately 3,000 feet upstream of Kingwood Drive. Please go to the Interactive Maps of Kingwood Assessment Area on our website and look at the fuchsia line along Bens Branch on the “Channel Right-of-Way in the Kingwood Area” map.
We will share the easement language once it has been finalized.
Q. How long have you been working on this easement?
Since October 24, 2018.
Q. How will this easement differ from your normal easements?
When Friendswood Development Company granted fee ownership of this portion of Bens Branch to the Bear Branch Trail Association, they retained certain rights and set specific restrictions on the property that would make it impossible for HCFCD to perform its necessary flood control responsibilities.
This agreement is different because the Friendswood Development Company wants to restrict HCFCD’s rights to “widen, deepen, enlarge, straighten, or smooth the channel in such a way as to increase channel capacity.”
HCFCD has been working to negotiate the right to enter this property and complete channel maintenance operations for drainage purposes, while still maintaining the aesthetics that are important to both the Friendswood Development Company and the Bear Branch Trail Association. HCFCD will request the right to review plans for future improvements placed within the channel (e.g., bridges and low water crossings).
HCFCD cannot allow activities that could increase the risk of flooding where we spend public dollars.
Q. What were Friendswood’s concerns?
They wanted no alteration of the channel geometry and to retain the ability to add trails, bridges, and other structures without obtaining permits from HCFCD.
Q. Will the maintenance described in the agreement be enough to restore conveyance of Ben’s Branch so that it doesn’t flood surrounding homes and businesses?
We plan to perform desnag operations to remove obstructions so that stormwater can be conveyed efficiently. HCFCD can’t guarantee that flooding won’t occur in surrounding homes and businesses. HCFCD can selectively remove vegetation along the banks and other debris in the channel to increase the capacity of the channel to convey stormwater downstream.
Q. What will it take to avoid flooding? Said another way, what obstacles do you face in restoring conveyance?
Before we can perform these activities, we need to have property rights and the ability to safely access the site.
Q. What would Harris County Flood Control prescribe for Ben’s Branch to protect people from flooding?
We have not formally begun our process to identify alternatives; however, we expect to explore these alternatives for the Bens Branch channel:
Expanding the Kingwood diversion ditch from 150 feet to approximately 300 to use more of the right of way. Because the Kingwood diversion channel diverts water from the Montgomery County portion of the upper Bens Branch watershed, and there appears to be available capacity in the diversion channel, we will look into whether diverting more flow down the diversion channel would result in reduced flows along Bens Branch. Please note that we anticipate that this option would require a stormwater detention basin along the lower limits of the diversion channel.
Effectiveness of building stormwater detention basins in the upper Bens Branch watershed (Montgomery County side). This will only be feasible if large undeveloped tracts are identified for possible future basins.
Evaluation of channel conveyance improvement needs along the entirety of Bens Branch. Some improvements may need to be considered on portions of the channel within which HCFCD has no legal authority to work. If this is the case, HCFCD would coordinate with the property owners to determine what improvements could be completed.
Q. Are there compromises that would provide protection from flooding without destruction of the natural amenities which residents also value? I realize this may involve a discussion of degrees of protection.
As part of this study, HCFCD will be identifying alternatives to provide 100-year level of protection within the channels, using the rainfall rates from the newly adopted Atlas 14. These alternatives will identify the magnitude of improvements necessary to handle approximately 18 inches of rainfall runoff in a 24 hour period.
There are times that flood risk reduction competes with natural and public amenities; when that occurs, HCFCD works to minimize impacts to natural amenities. Once alternatives are identified, Kingwood Area residents will have a chance to voice their opinions and concerns with our alternatives. Please note that at some point it might become necessary for the Kingwood community to decide between higher levels of flood protection and maintenance of existing amenities.
Q. Do you have any idea yet why St. Martha’s and Kids in Action almost flooded on a one year rain? What has changed in your opinion?
We do not have any formal findings as to the potential causes for the excessive ponding along Bens Branch near the Kids in Action / St. Martha’s area. The intensity of the rainfall contributed to the ponding; inlets are typically designed to handle approximately 1” per hour, and when the rainfall intensity exceeds this, there is ponding in streets and parking lots.
It also appears that there may be a downstream blockage since extremely slow velocities were seen in the water in this area and there are much lower water surface elevations in the Bens Branch channel sections further downstream. HCFCD has contacted the Bear Branch Trail Association to ask them to assess their channel and remove any blockages.
Posted by Bob Rehak on 11/1/2019 with help from Beth Walters of HCFCD
794 Days since Hurricane Harvey and 43 since Imelda
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2019/10/IMG_3513-1.jpg?fit=960%2C1280&ssl=11280960adminadmin2019-11-01 17:02:302019-11-01 17:20:59Q&A with HCFCD on Ben’s Branch Flooding Issues
Pit Capture on Caney Creek: What Happens When A Sand Mine Builds Flimsy Dikes in Floodways
This story illustrates on of the dangers of pit capture in sand mining. During the peak of Imelda, 42,000 cubic feet of floodwater per second came down Caney Creek. However, early the morning of September 19th, residents south of the Triple PG Sand Mine on Hueni Road in Porter started seeing water coming from the mine before it came up from the creek.
Escaping with Only a Minute to Spare
They started evacuating their families and animals. One Walden Woods resident told me that the water came up so fast, it covered an entire SUV within an hour. Another told me that had she waited one more minute to evacuate, she and her family would have had no way out. The force of the rushing water undermined the house and garage of a third. Farther south of the mine, residents of Dogwood Lane, Woodstream Village, Dunnam Road, and Riverchase felt the same panic.
Caney Creek Captures Triple PG Sand Pits
So what happened? A review of aerial photographs below taken on 10.2.19, almost two weeks after Imelda, showed a massive breach in the northern dike of the mine. Erosion patterns suggest the water then rushed through the mine in a north to south direction.
Photo Tour of the Aftermath
All the photographic evidence suggests a classic case of pit capture. Peach Creek joins Caney Creek just north of this entry point.
You can see from the shot above that water barreled through this mine as if shot from a water cannon.
No Effective Dike at Southern End of Mine
There really is no dike at the southern end of the pit, just a road around the perimeter. The ground level in the neighborhood to the south is virtually even with the level of the road. After water flowed through the pit, it flowed through neighborhood(s) to the south and damaged homes. It’s easy to see the damage immediately south of the pit and imagine the pit capture as the cause of the damage. The damage faces the mine, not Caney Creek to the east.
Reasons for Pit Capture
What is pit capture? It’s when a river or stream cuts through the pit of a nearby sand/gravel mine instead of following its normal course.
How does it happen? Water starts to overtop or penetrate the dike. It creates a fissure that rapidly widens and opens a hole. Pretty soon the dike collapses and the water rushes in. The water moves from areas of high pressure and elevation to areas of low pressure and elevation. After the water moves into into the pit, it fills the pit up and needs to find a way out on the other end. Like a water ballon attached to a faucet, sooner or later dikes on the other side burst.
Why does this happen?
What Next for the Triple PG Mine?
The Texas Attorney General is currently suing the mine for allowing its process water to pollute Lake Houston. The mine left its dikes open for weeks after multiple breaches in multiple storms. The TCEQ also found that the mine was breached from east to west between White Oak and Caney Creeks.
Potential fines could reach well past a million dollars. That raises the question, “What can be done with this mine to protect residents below the mine and to protect the City of Houston’s water supply?”
Over the years, Triple PG’s owners have removed 800 acres of forest and an unknown volume of sand from the mine. The risk of pit capture is greatest were mines are deeper than the adjacent river bed and close to the river/stream. Both conditions apply in this case.
The dike between Caney Creek and the Triple PG pit is a narrow strip of unvegetated dirt, just wide enough to support a vehicle…and not compacted very well as you can see below.
It will be interesting to see whether a professional engineer will certify this repair, as a restraining order demands.
If the courts should shut this mine down, sealing it off permanently will be difficult and costly.
Posted by Bob Rehak on 11.3.2019 with images from Josh Alberson
796 Days since Hurricane Harvey and 45 since Imelda
The thoughts in this post reflect my opinions on matters of public concern and safety. They are protected by the First Amendment of the US Constitution and the Anti-SLAPP Statute of the Great State of Texas.
Woodridge Village Detention Calculations Off by More Than 40% According to New Standard
Developers in Montgomery County try to avoid building detention ponds by beating the peak. They also have attempted to minimize the amount of detention ponds they must build by beating the clock.
Woodridge Plans Approved One Month Before NOAA Updates Flood Data
A year to the day after the peak of Hurricane Harvey on August 28, LJA Engineering submitted a hydrology report to Montgomery County. A table buried on page 32 of the PDF shows that they based their analysis on a 100-year storm that dropped 12.17 inches of rain in 24 hours.
Two weeks earlier, USGS had issued its report on peak streamflows and high water marks for Hurricane Harvey.
Less than one month after the LJA Engineering hydrology report, on September 27, NOAA issued new rainfall frequency values for Texas. Called Atlas 14, the NOAA analysis established significantly higher rainfall frequency values for this part of Texas.
Using Atlas 14 would have reduced the number of salable lots and the economic projections for the development to a substantial degree.
The one flood map that the LJA hydrology report does include (page 51 of PDF and above) shows flood zones stopping at the county line (the black diagonal) and the boundary of the Perry property (the maroon-bordered polygons). Pretty odd for a site partially covered by wetlands!
Woodridge Plans Approved Even Before LJA Submitted Hydrology Report
Now here’s where it gets even more interesting. City of Houston approved the detention plans on 8/12/18 – two weeks BEFORE the LJA hydrology report on 8/28/18 and only a month BEFORE NOAA released the new Atlas 14 data. Hmmmm! Think they were in a hurry to get these approved? (Note: The approval date for MoCo is unreadable).
Perry Homes played a game of beat the clock and was winning … until May 7, 2019.
Future Flood Risk Remains Even with Planned Detention Ponds
Until now, I have been posting about the lack of detention ponds. Closer analysis reveals that this is only part of the problem. Even if Perry builds the remainder of the detention ponds as planned, they will be insufficient to meet the new NOAA standards and will pose a flood risk to people downstream.
After contributing to two floods in Elm Grove and North Kingwood Forest, the engineers and owners of Woodridge Village surely must realize how dangerous trying to Beat the Clock was.
This image taken Friday night at Sunset shows how impervious the Woodridge soil is. Water is still ponding three and a half days after a two-inch rain (October 28, 2019).
I wonder if the LJA engineers calculated the runoff coefficient accurately. Given some of the other problems in this report, perhaps an engineer would care to comment on their calculations.
Posted by Bob Rehak on 11/2/2019
795 Days after Hurricane Harvey and 45 after Imelda
The thoughts expressed in this post represent my opinions on matters of public policy and safety. They are protected by the First Amendment of the US Constitution and the Anti-SLAPP Statute of the great State of Texas.
Q&A with HCFCD on Ben’s Branch Flooding Issues
After St. Martha’s Catholic School and Kids in Action almost flooded on a two inch rain earlier this week, I asked Harris County Flood Control a series of questions about Ben’s Branch. The questions covered a variety of topics. They included the Kingwood Drainage Assessment; flood mitigation alternatives along the creek; preservation of natural amenities; a maintenance agreement with Friendswood and Bear Branch Trail Association; timing for all of the above; and more.
Harris County Flood Control District continues to be a paragon of openness and transparency. Below: detailed answers to the questions people have been asking.
Q. Ben’s Branch is included in the Kingwood Drainage Assessment. When will that study be complete?
A. Our consultant is scheduled to submit the Draft Feasibility Report for HCFCD review in May 2020. We plan to hold a public meeting by early 2020 to present preliminary results and then a second meeting to present final results and recommendations for future actions.
Q. Will the consultant report findings on creeks “as they go” (one by one) or deliver one summary report at the end? (The concern: that they could sit on recommendations for months that might prevent flooding in the interim.)
A. We do not envision the alternative analysis to be completed on a creek by creek basis, but we are working to identify some initial projects that could be recommended for implementation prior to completion of the report.
This assessment is to determine level of service and make recommendations for projects to move into preliminary engineering once this assessment has concluded. Some projects might require partnerships to implement.
Q. I understand that you are close to reaching a maintenance agreement with Friendswood for the natural portion of Ben’s Branch between North Park and Kingwood Drive. Can you send me a copy of the proposed maintenance agreement or, as a backup, summarize the key features?
We are seeking an easement from the Bear Branch Trail Association, with a waiver from Friendswood Development Company, to perform desnag activities for stormwater conveyance purposes on the portion of Bens Branch between Woodland Hills and Kingwood Drive where we currently have no property rights; that is, from approximately 1,500 feet downstream of Woodland Hills to approximately 3,000 feet upstream of Kingwood Drive. Please go to the Interactive Maps of Kingwood Assessment Area on our website and look at the fuchsia line along Bens Branch on the “Channel Right-of-Way in the Kingwood Area” map.
We will share the easement language once it has been finalized.
Q. How long have you been working on this easement?
Since October 24, 2018.
Q. How will this easement differ from your normal easements?
We are obtaining this easement to perform desnag activities to allow the free flow of stormwater. For information about our desnag operations, please visit our website https://www.hcfcd.org/hurricane-harvey/kingwood-information/hcfcd-vegetation-management-activities/.
When Friendswood Development Company granted fee ownership of this portion of Bens Branch to the Bear Branch Trail Association, they retained certain rights and set specific restrictions on the property that would make it impossible for HCFCD to perform its necessary flood control responsibilities.
HCFCD has been working to negotiate the right to enter this property and complete channel maintenance operations for drainage purposes, while still maintaining the aesthetics that are important to both the Friendswood Development Company and the Bear Branch Trail Association. HCFCD will request the right to review plans for future improvements placed within the channel (e.g., bridges and low water crossings).
Q. What were Friendswood’s concerns?
They wanted no alteration of the channel geometry and to retain the ability to add trails, bridges, and other structures without obtaining permits from HCFCD.
Q. Will the maintenance described in the agreement be enough to restore conveyance of Ben’s Branch so that it doesn’t flood surrounding homes and businesses?
We plan to perform desnag operations to remove obstructions so that stormwater can be conveyed efficiently. HCFCD can’t guarantee that flooding won’t occur in surrounding homes and businesses. HCFCD can selectively remove vegetation along the banks and other debris in the channel to increase the capacity of the channel to convey stormwater downstream.
Q. What will it take to avoid flooding? Said another way, what obstacles do you face in restoring conveyance?
Before we can perform these activities, we need to have property rights and the ability to safely access the site.
Q. What would Harris County Flood Control prescribe for Ben’s Branch to protect people from flooding?
We have not formally begun our process to identify alternatives; however, we expect to explore these alternatives for the Bens Branch channel:
Q. Are there compromises that would provide protection from flooding without destruction of the natural amenities which residents also value? I realize this may involve a discussion of degrees of protection.
As part of this study, HCFCD will be identifying alternatives to provide 100-year level of protection within the channels, using the rainfall rates from the newly adopted Atlas 14. These alternatives will identify the magnitude of improvements necessary to handle approximately 18 inches of rainfall runoff in a 24 hour period.
There are times that flood risk reduction competes with natural and public amenities; when that occurs, HCFCD works to minimize impacts to natural amenities. Once alternatives are identified, Kingwood Area residents will have a chance to voice their opinions and concerns with our alternatives. Please note that at some point it might become necessary for the Kingwood community to decide between higher levels of flood protection and maintenance of existing amenities.
Q. Do you have any idea yet why St. Martha’s and Kids in Action almost flooded on a one year rain? What has changed in your opinion?
We do not have any formal findings as to the potential causes for the excessive ponding along Bens Branch near the Kids in Action / St. Martha’s area. The intensity of the rainfall contributed to the ponding; inlets are typically designed to handle approximately 1” per hour, and when the rainfall intensity exceeds this, there is ponding in streets and parking lots.
It also appears that there may be a downstream blockage since extremely slow velocities were seen in the water in this area and there are much lower water surface elevations in the Bens Branch channel sections further downstream. HCFCD has contacted the Bear Branch Trail Association to ask them to assess their channel and remove any blockages.
Posted by Bob Rehak on 11/1/2019 with help from Beth Walters of HCFCD
794 Days since Hurricane Harvey and 43 since Imelda