Flash Flood Watch in Effect Until 7 a.m. Monday; Luckily, Woodridge Detention Pond Nearing Completion

Tonight, the Lake Houston area is under yet another flash flood watch. Residents of North Kingwood Forest and Elm Grove are wondering whether a new detention pond in Woodridge Village will be enough to protect them.

Another 1-4 Inches of Rain Possible

We may get another chance to test the engineering on the detention ponds in that new Woodridge Village under development in Montgomery County. Our area received 1-3″ of rain today and more is on the way tonight. The area remains under a flash flood watch until 7a.m. Monday morning.

Heavy rainfall and severe thunderstorms will be possible tonight into early Monday.

Jeff Lindner, Harris County Meteorologist warned at 8:30 p.m. Sunday night that, “Numerous thunderstorms are in progress over portions of Liberty, Harris, and Montgomery Counties. Heavy rainfall is the main threat with these cells with recent HCFCD gages in SE Montgomery County recording 2.60 inches in 1 hour. Additional rainfall amounts tonight of 1-2 inches with isolated totals of up to 4 inches are possible.”

The storms appear to be fast moving so the higher totals are less likely than in early May when approximately 200 homes flooded in Elm Grove and North Kingwood Forest just south and east of the area that Woodridge contractors had clearcut.

Role of Detention Pond in Reducing Flood Potential

Had the Woodridge Village S2 Detention Pond been excavated before May 7, it might have prevented much of the flooding. But despite the land being cleared for approximately six months, the pond had not yet been built. LJA Engineers designed the pond to hold 50 acre-feet of runoff. What does that mean?

How Much is An Acre Foot?

One acre foot would cover an entire acre to a depth of one foot. An acre is about the size of a football field. That means 50 acre feet would cover:

  • One football field to a depth of 50 feet
  • 50 football fields to a depth of one foot
  • Or, in the case, of this pond, about 3.5 acres to a depth of about 15 feet.

The pictures below show what it looks like today. Very little of this area was excavated on May 7.

S2 has the shape of a hockey stick. Here’s the “face” of the stick. It took a 14mm super-wide-angle lens to get the width of this pond in the frame. This conveys its width but does not adequately convey its depth.
This panoramic image was stitched together in Photoshop from seven still images taken with a normal focal length lens. It more accurately conveys the height of the sides. But there’s still nothing in the frame to communicate scale.
Although the sides don’t look tall in the previous photo, this is what they look like when you turn and face them. This shot was taken while standing near the bottom. My eye level is more than six feet high and didn’t come halfway up the slope.
This notch in the wall of the pond allows water from the ditch behind the grass to overflow into the pond instead of flooding North Kingwood Forest (behind the tree line. That’s the theory anyway … if the calculations are correct.
The red circle shows the location of the notch between the pond and drainage ditch beyond it.

Hopefully, the amount of detention in place tonight is enough to handle the rain we get.

Posted by Bob Rehak on 6/16/2019

656 Days after Hurricane Harvey

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.

Dredge Finally Reaches Mouth Bar

The Army Corps of Engineers announced last week that it had received a mission assignment from FEMA to dredge 500,000 cubic yards in the area of the mouth bar of the San Jacinto West Fork. This week, the dredge operated by Great Lakes was sighted within 200 yards of the bar. (See videos below.)

Dredging Could Start Next Week

Officials close to the project say actual dredging could start as early as next week. Dredgers only need more 24″ pipe to pump the sediment 10 miles back upstream to placement area #2, an old sand pit near Kingwood College. However, the City and Corps are still debating the volume deposited by Harvey. The Corps has not yet divulged where it plans to start dredging, what its objectives are for this phase of the project, or what the contributions of other partners will be.

More Meetings Needed to Finalize Volume

All parties will meet in the coming days to finalize the volume and a plan. The City of Houston and Army Corps are still 900,000 cubic yards apart in their estimates of the amount of sediment deposited by Harvey. The City hopes to get the Corps to increase its estimate of 500,000 cubic yards. However, that hasn’t happened so far. Meanwhile everyone wants to reduce flood risk by removing as much sediment as possible before the peak of hurricane season.

New Drone Video of Mouth Bar by Jim Zura of Zura Productions

New drone footage of the West Fork mouth bar shows just how much the mouth bar has grown since Harvey. I took the still shot immediately below from a helicopter two weeks after Harvey. To see what it looks like today, scroll down. Kingwood-based Jim Zura of Zura Productions shot two new drone videos this morning. They show what the mouth bar looks like 22 months later. As you watch the videos shot from different elevations, consider the immensity of the bar compared to the dredge at the tail end of each video.

Mouth bar of the San Jacinto West Fork. Looking south toward FM1960 bridge and Lake Houston. Photo taken on 9/14/2017. Channel on either side is only 3-5 feet deep.
Here’s the first of two drone videos shot at different elevations by Jim Zura of Zura Productions. It shows what the mouth bar looks like on 6/18/2019. In the nearly 2 years since Harvey, much vegetation has started to grow on it. Notice also how much larger the two small islands behind the dune have grown compared to the still shot above.
Jim Zura’s second drone video is from a little higher. To see it, click here.

How Far Would 500,000 Cubic Yards Get Us?

Five hundred thousand cubic yards will not come close to restoring the full conveyance of the West Fork. How does 500,000 cubic yards compare with what NEEDS to be dredged?

Let’s start by looking at the channel that the Corps is dredging upriver and assume that they will extend that between the mouth bar and Atascocita Point. That strategy follows the relict channel. The relict channel is also the path with the least sediment at the moment. So that would make the most efficient use of funds.

Let’s also assume that the channel needs to be dredged an average of five yards (15 feet) deeper than its current depth along that path in order to match the profile below.

Endpoint of current dredge program shows channel 22.5′ deep by 400′ wide..

A “budget” of 500,000 cubic yards would allow you to dredge a channel 133 yards (400 feet) wide 5 yards deeper and 752 yards long. That equals 500,080 cubic yards. But 752 linear yards is only about one-fourth of the 3,000+ yards to the FM1960 bridge. And we haven’t even touched the mouth bar!

Extending the channel through the bridge is important because of the sediment built up behind it.

West Fork Map shows difference in sedimentation between 2010 and 2017. Note the white and violet areas near the FM1960 bridge. Red/orange/yellow/green areas represent decreases in sediment. Blue, violet and white represent increases.

Clearly, dredging the rest of the way to the bridge will require more money from the State, County and/or City. Thankfully for the Lake Houston Area, all of those entities have already allocated funds.

Details Yet to Work Out

However, the City, Harris County, and State of Texas have even more hurdles to clear beyond the volume debate.

They must find a suitable storage site that can accommodate all the sediment they hope to dredge. The storage site represents the biggest obstacle at the moment and a limiting factor.

The Corps would prefer a below ground site, i.e., an abandoned sand pit. That would reduce the risk of future floods carrying sediment back into the river. Also, it would NOT encroach on the flood plain.

Finally, the closer the site is to the dredging, the faster and cheaper the project. Long pipelines lead to more breakdowns. And each additional booster pump uses 1000 gallons of diesel per day.

Latest on Madden Property

The largest property evaluated so far is a 4000-acre site owned by Berry Madden of Humble. Madden’s property is close – half the distance of the sand mine on Sorters Road. It is also large enough to accommodate all the sediment people want to remove – including sediment from maintenance dredging down the road. Permitting one property instead of several would save lots of time (perhaps years).

But storage on Madden’s property would be above ground. Until someone builds on it, that introduces an element of risk that below-ground storage does not have. Madden has conducted an environmental survey of his property and is now conducting an archeological survey required for a storage permit. The Corps has not yet approved his property.

A source close to negotiations says the Corps is considering approving half of the Madden site for now while it performs additional evaluations of the rest of the site. That might be enough to accommodate immediate needs, reduce the cost of pumping sediment ten miles upstream, and provide storage room for future maintenance dredging.

80,000 CY More Sediment Deposited Since Last Survey

Meanwhile, time and sediment march on. Sources say the Corps recently found another 80,000 cubic yards of sediment deposited in the mouth bar area since the last survey after Harvey.

This supports the theory of two top local geologists, RD Kissling and Tim Garfield, who predicted that the mouth bar would form a dam that accelerated sedimentation. That theory also explains why the mouth bar must be removed, or at least why we must dredge a channel around it ASAP.

Posted by Bob Rehak on 6/18/2019 with drone footage courtesy of Jim Zura, Zura Productions

658 Days since Hurricane Harvey

Critical Woodridge S2 Detention Pond Approaching Final Dimensions

When Elm Grove and North Kingwood Forest flooded on May 7, the Woodridge Village contractor had cleared most of the 268 acres of land north and west of them. The contractor also had sloped the drainage toward those subdivisions without first installing a critical 50 acre-foot detention pond to intercept runoff. Tonight after months of delays, and the flooding of almost 200 homes, work on that pond is almost complete.

S2 Pond Finally Connected to Drainage Ditch Today

Regular readers may remember plans call for a 15-foot deep detention pond shaped somewhat like a hockey stick (see below). The area circled in red is the channel that will connect the pond to the drainage ditch that runs down the east side of the property. Today, some workers excavated that channel while others deepened the pond.

Circled in red: the channel excavated today that will connect the drainage ditch with the detention pond.

Not Much Excavated on May 9

Back on May 9, about a month ago, very little of the pond was excavated when local videographer, Jim Zura, captured this image from his drone. Only a small ditch connected a pond north of Sherwood Trails to the box culvert seen below. The white outline indicates how much of the pond had yet to be excavated.

Almost nothing had been excavated shortly after the May 7 flood. White outline shows the approximate intended dimension of the pond.

Despite the heavy rains in early May and early June, the contractor now has most of the pond excavated. See the video that Jeff Miller shot this afternoon.

Click here to see Jeff Miller Video of S2 as of 6.14.19

Since the flood, the pond has been widened and deepened. Rebel Contractors is now approaching the pond’s final dimensions and target depth of 15 feet, according to Miller. However, Miller was even more excited about the excavation of the channel connecting the drainage ditch running down the east side of the property to the detention pond. “I’ll be able to sleep with both eyes closed tonight,” he said.

In the future, when runoff drains from the northern part of the property to the southern, it will overflow from the ditch into the pond, rather than into neighbors’ houses.

Recent Excavation Despite Heavy Rains Last Week

The next two shots show what the connecting channel looks like from the ground.

Previously, water in the ditch had to funnel down into the 3′ black culvert (bottom left). This caused the ditch to overflow into surrounding neighborhoods when the ditch got full.
Now, however, this channel connects ditch (foreground) and pond (upper left). It will allow runoff to overflow into pond instead of neighbors’ homes.

Bill King Visits Elm Grove Again, Meets Texas Monthly Writer

But that wasn’t the only good news, today. Houston mayoral candidate Bill King visited Elm Grove for the third time in a month and toured the area with Mark Dent, who is covering the story for Texas Monthly.

Bill King (left) and Mark Dent talk about flood mitigation strategies with Taylor Gulley in the background.

King emphasized several needs to Dent. They included:

  • Greater clarity and accuracy of flood maps, so that people can realistically assess their flood risk
  • Safer construction practices that better protect downstream residents
  • Preservation of natural wetlands, buffers and drainage features like those that previously existed on the Woodridge site, and that had protected Elm Grove since it was built.

King emphasized that preserving such natural areas and the wetlands on them can provide both recreation and protection against flooding. Finally, he advocated using buyouts to build more and bigger detention ponds, and also to create more green space.

It’s good to know that King is taking Kingwood issues seriously. He’s making them a centerpiece of his campaign and using them to shine a spotlight on development practices that need improvement in my opinion.

Posted by Bob Rehak on 6/14/2019 with help from Jeff Miller

654 Days since Hurricane Harvey, 5 weeks since the Elm Grove Flood, and 4 Months Until the Election

Thoughts expressed in this post represent my opinions on matters of public interest and safety. They are protected by the First Amendment of the US Constitution and the Anti-SLAPP statute of the great State of Texas.

New Presentation Looks at Role of FM1960 Bridge in Harvey Flooding

Charles Jones, a Lake Houston Area resident and business man, has developed a presentation that examines the role of the FM1960 bridge in Harvey Flooding. The small openings in the bridge, he says, constrict the flow of floodwaters, much like sand gets pinched and backed up when moving through an hourglass.

You can download and review the entire presentation here. It will be stored permanently under the Other Flood Mitigation tab of the Reports page on this web site.

Summary of Jones’ Theory

The following three slides sum up the heart of Jones’ theory.

Most of the flooding during Harvey happened above the FM1960 bridge on the East and West Forks.
The bridge is mostly a causeway. It has two small openings that total 1700 feet.
The two openings restrict the flow compared to other bridges and create a backwater effect.

Discussion of FM1960 Theory

Jones’ presentation is a deliberately “high level”, simplified discussion targeted at a general audience. Parts of it seemed a bit OVERsimplified at times.

For instance, at one point he describes the FM1960 bridge as the cause of sediment build up in the mouth bar area on the West Fork. But if that’s the only cause, why isn’t there a similar build up on the East Fork?

Another example: he describes the West Lake Houston Parkway Bridge as 3700 feet in length. That’s true. But so much sand is stacked up on the downstream side of the bridge that it effectively narrows the opening. See sand in the treetops below.

Looking north toward Kingwood’s Kings Harbor. The West Lake Houston Parkway bridge is on the left. Photo taken two weeks after Harvey. In the foreground, sand now reaches the tree tops and is virtually as high as the bridge itself. Water used to flow under the bridge and through the area in the foreground during floods. Now it is forced north.

However, put those observations aside for the moment and ask two simple questions:

  • Are the principles behind Jones’ theory generally true?
  • Are there any direct observations available that support the theory?

The answers are yes and yes.

“There’s Always a Bottleneck Somewhere in Every System”

I had a client for 35 years that made plastics. The company was one of the largest and most respected in the business. They built plants around the world. A process engineer in that company, whom I highly respected, once told me, “There’s always a bottleneck somewhere in every system.” The FM1960 bridge is ONE of those bottlenecks.

Other Support for Theory

But what about the direct observations?

Note the different shades of brown near the FM1960 Bridge and how the flow within those colors is disrupted by the bridge, especially by the smaller eastern opening. Satellite image from 8/30/17 DURING Harvey.

So pardon the pun, but I think Jones’ theory holds some water. It certainly merits further investigation. I would certainly like to know the answers to the following questions:

  • Did someone actually measure the difference between the high water marks on each side of the bridge during Harvey?
  • If so what was it? Can the backwater effect of the causeway be quantified?
  • Is there photographic evidence of any difference?
  • If the backwater effect is significant, how much would it cost to modify the bridge? Would the benefits justify the cost?

Thank you, Mr. Jones, for bringing this matter to the public’s attention. You’ve made a valuable contribution to our understanding of Harvey.

And On a Side Note…

What’s that nasty brown stuff flowing out of Luce Bayou on the upper right in the photo above? At first I thought I might be the shadow of a cloud on that particular day, but it shows up consistently in other photos. See below, for instance. It starts about the time construction on the Luce Bayou project started. That’s the project designed to bring water to Lake Houston from the Trinity River. Mmmmmm!

Satellite image from 12/30/2014 shows purple/brown effluent coming from Luce Bayou. Note the three distinct sediment colors in this photo: light brown in the West Fork on the left, medium brown from the East Fork at the top, and dark brown from Luce Bayou on the right.
Most recent Google Earth image from 2/23/19 shows that water coming from Luce Bayou is more normal in coloration now. Construction on the Interbasin Water Transfer Project is required to be complete this month. Let’s hope that’s the last we see of that purple stuff.

Posted by Bob Rehak on 6/14/2019

654 Days After Hurricane Harvey

Flood Control District Enhances Flood Warning System with Customizable Alerts

Harris County Flood Control District (HCFCD) has enhanced its Flood Warning System at www.harriscountyfws.org.

Flood Warning System Enhancements

The system can now provide:

  • Residents of Harris AND surrounding counties…
  • The ability to receive CUSTOMIZED water level AND rainfall alerts…
  • From ANY gage or gages IN THE ENTIRE REGION…
  • Via TEXT message, EMAIL, or BOTH.
When signing up, consider the gages nearest you plus those upstream. Upstream gages can give you more warning time.

How to Sign Up for Warnings

Sign up for the new flood warning system at www.fwsalerts.org. Create your free account, then customize your preferences. You can request notifications from more than 250 gage locations across the region. Gages are located in or operated by:

  • Harris County
  • Brazoria County
  • Fort Bend County
  • Montgomery County
  • Galveston County
  • Waller County
  • City of Mont Belvieu
  • City of Sugar Land
  • The Woodlands
  • San Jacinto River Authority

Residents will need to create an account and can then choose which gages they want to receive information from, i.e., those nearest them and those upstream from them. You can create custom alerts for various water levels, channel depths, rainfall intensities, and so forth. You can also default to four standard alerts.

  • 1 inch of rainfall in 15-minutes
  • 4 inches of rainfall in 1 hour
  • Channel flooding is possible (3 ft below bankfull)
  • Channel flooding is likely (bankfull)

When defined rainfall or water level values are reached indicating a potential for flooding, the new flood warning system will begin sending alerts that match your preferences.

Response to Harvey

“One of the biggest takeaways from Hurricane Harvey was the need for automated notifications to be delivered in a timely manner. This enhancement will help do that,” stated Jeff Lindner, Director of Hydrologic Operations and Meteorologist for the Flood Control District.  

“Residents can use the new alerts feature to make timely, informed decisions on how to protect themselves, their families, and property,” said Lindner.

More Information

HCFCD has optimized the flood warning system for both desktops and mobile phones.

For more information, consult this Flood Warning System Brochure or just sign up.

HCFCD encourages residents across the region to establish an account and sign up for alert notifications at www.fwsalerts.org.

Posted by Bob Rehak on 6/13/2019

653 Days since Hurricane Harvey

Living Landscape: San Jacinto River Before Lake Houston and Now

Geologic change happens so slowly, most people won’t live or stay long enough in one place to perceive it. Then something happens to make you crank up the Wayback Machine and look more closely. Yesterday was one of those days for me. The Army Corps announced that it was going to begin dredging part of the West Fork mouth bar area.

That raised the question, “Which part?” That wasn’t announced. So I asked Tim Garfield, retired chief geologist for one of the world’s largest oil companies, what he would do. He felt it was important to re-establish the river’s natural channel. So I asked him where it was. (Spoiler alert: It’s between the mouth bar and Atascocita Point.) But in the process of figuring this out, I learned many more things about the mouth bar and a river I take for granted. I’ll save those for the end.

70 Years of Change on the River

Garfield led me to the Perry-Castañeda Map Collection of Texas Topographic Maps at the UT Library Online. He found this map from 1949 of Moonshine Hill. It’s exactly 70 years old! The 1949 date means we can see where the river was before the dam and lake were built in 1955.

The San Jacinto in 1949 before Lake Houston was impounded in 1955. For a higher resolution version of this map, click here. This map shows what geologists call “the relict channel.”

Kingwood, Atascocita and Huffman Before Settlement

This map shows areas that would eventually become Atascocita, Kingwood, and Huffman. It includes the area where the mouth bar has formed between Kings Point and Atascocita Point.

You can tell a lot by looking at this map. You can tell even more when you superimpose it over a satellite view of the area today in Photoshop. Suddenly, you see how the landscape has changed. In fact, it changed so much that I had problems aligning the two images.

Map Superimposed Over Satellite Image At Varying Opacities

However, the county line and 1960 are still in the same location. So I used those as reference points. Then I varied the opacity in the top layer (the old map) so that you could see more and more of the current landscape. At different percentages, you can see how various features have changed over time.

Here’s what the sequence looks like starting with 1949 and today. I started by cropping tighter on the area of interest, the West Fork where the Corps is dredging. I include several different opacity ratios because some changes become more apparent at one ratio than another.

100% opacity for 1949 map.
0% 1949 and 100% today.
60% 1949 and 40% today.
50% 1949 and 50% today.
33% 1949 and 67% today.
25% 1949 and 75% today.

Most Visible Changes

Starting from the left:

  • In the 33/67 image, notice how the river once meandered near US59 and how much further south it was.
  • In the 50/50 image, notice how much of the Romerica land was swamp in 1949…and still is.
  • In the 75/25 image, notice how much the river migrated north just north of Kings River estates.
  • In the 25/75 image, notice how much area the lake claimed.
  • In the 33/67 image, notice how far north the river has shifted under the West Lake Houston Parkway bridge.
  • In the 33/67 image, notice how Atascocita Point has grown past the relict channel.
  • In the 60/40 image, notice how the mouth bar grew at the confluence of a relict stream bed within the lake and the relict channel of the West Fork. You can also see this pretty clearly in the 25/75 image.
  • In the 25/75 image, notice how the relict West Fork channel used to hug Atascocita Shores.

Key Map

This image shows locations referenced above for those who may not be familiar with them.

Key to locations

Do you see other things that I did not? Please let me know through the contact form on this web site.

As the dredging program moves forward, these maps may also help inform dredging strategy. Stay tuned.

Posted by Bob Rehak on 6/13/2019

653 Days after Hurricane Harvey

Army Corps Moving Forward with Partial Mouth Bar Dredging to Reduce Flood Risk

The Army Corps announced Monday that it will begin dredging approximately 500,000 cubic yards of the giant sand bar at the mouth of the San Jacinto West Fork. It has been linked to flooding in the Humble-Kingwood-Atascocita area. However, previous estimates put the total volume at close to 2 million cubic yards, with the volume due to Harvey at 1.4 million cubic yards.


Text of Press Release

GALVESTON, Texas (June 10, 2019) – The U.S. Army Corps of Engineers Galveston District staff executed a modification to the West Fork San Jacinto River Emergency Debris Removal contract June 7, 2019, to dredge an additional 497,400 cubic yards of material that was deposited in the mouth of the San Jacinto River from Hurricane Harvey.

“This contract modification will ensure a decrease in threats to critical infrastructure and lower the risk to potential loss of life,” said Charles Wheeler, USACE Galveston District project manager. “This is an ongoing contract that is part of a Federal Emergency Management Agency mission assignment.”

According to USACE Galveston District officials, the dredged material will be placed at the existing location referred to as Placement Area 2, which is located approximately 10 miles upriver. The additional dredging is scheduled to be completed by the end of 2019, with the demobilization of the equipment completed by early 2020.


No Mention of Other Partners

The press release does not mention the City of Houston, Harris County, the State of Texas, or Congressman Dan Crenshaw’s office. Most had been negotiating with FEMA and the Corps as late as last Friday.

On two previous occasions, the City announced agreements in principle with FEMA and the Corps. However, the two sides still had many details to work out relating to volume, storage, permitting and cost. The City and FEMA have tried to reach agreement on the volume of sediment deposited by Harvey since last October – eight months.

In February, the City, hired Tetra Tech to collect and analyze core samples from the mouth bar. In late April, Tetra Tech estimated, through a protocol recommended by FEMA, that Harvey deposited 1.4 million cubic yards of sediment at the mouth of the river.

Two Sides Far Apart in Negotiating Volume

The Corps’ announcement reveals just how far apart the two sides were in their volume estimates – about 900,000 cubic yards. That difference means much of the mouth bar area will remain undredged – at least for now.

With approval to remove only about 500,000 cubic yards, the dredgers will have to cut a channel around the mouth bar, most likely on the deeper Atascocita side. Ironically, that would mean leaving behind sand deposited above water by Harvey – a decision that could confuse the public.

Great Lakes Dredge Moving into Position

Great Lakes finished dredging its half of Phase One on April 12, exactly two months ago. The company has waited patiently ever since for the decision that finally came last Friday.

Today, the Great Lakes dredge has anchored near Kings Harbor. Judging by the weeds and logs in the pictures below, it appears that they will have to dredge their way TO the mouth bar. That could use up some of the precious approved volume. It could also take several weeks to position and calibrate all the equipment necessary to pump sediment 10 miles upriver.

Great Lakes Dredge has moved downriver east of West Lake Houston Parkway. It is anchored in front of Raffa’s in Kings Harbor.
Wider shot taken from the pier in Kings Harbor facing west toward the Great Lakes Dredge and the West Lake Houston Parkway bridge.
Callan dredge operating on the other side of the pier. Dredgers are responsible only for work in the channel, not tidying up the shoreline. While taking this shot this morning, I noticed that workers were finally starting to renovate Sharkey’s, one of the most popular restaurants in Kings Harbor before Harvey.

What Comes Next?

Pumping sediment from the mouth bar to PA-2 will require the horsepower of the larger Great Lakes dredge. It will also require several extra booster pumps and miles of additional 24 inch pipeline. The Great Lakes dredge has now moved downstream and is anchored east of the West Lake Houston Parkway bridge near Kings Harbor.

Last week, dredge pipe re-appeared under the 59 bridge after being gone for two months. That fueled rumors that the two sides had finally worked out some kind of deal. At this hour, the mystery is where does the Corps’ decision leave all the other parties in this process? More important, where does it leave the remainder of the mouth bar?

Other Money Available

The state approved an additional $30 million for dredging the mouth bar last week. The county also allocated $10 million in the flood bond approved by voters last year (see item CI-61). That $40 million along with another $18 million committed by the City of Houston would add up to $58 million. In addition to the unspecified sum FEMA is fronting now, that might be enough to remove the entire mouth bar. That could happen one of two ways:

  • The City, Corps, FEMA and TDEM would have to increase the approved volume after the next phase starts or…
  • The City, County and TDEM would have to remove the rest without FEMA and the Corps.

However, money is just part of the problem. The second option might require permitting another placement area. Permitting could delay the project. But permitting a closer placement area might also save money. It gets complicated.

PA 1 is filling up rapidly as the pictures below show. And PA-2 is so far upriver from the mouth bar that would cost extra millions of dollars to use.

Tail end of the Callan dredge pipe empties sediment into an old sand pit off Townsend in Humble.
Several months ago, this was all water. The owner of the pit is now selling sand to an asphalt company and the pit is still filling rapidly.

Easy Way to Save Money

Shortening the distance between the mouth bar and the placement area could reduce the amount of diesel and manpower needed to run the booster bumps. Each booster uses more than one thousand gallons of diesel per day. So costs add up rapidly. That’s why the Corps is still considering other placement areas.

Berry Madden owns several thousand acres south of River Grove Park between the river and FM1960. According to Madden, using his property could save the government $5.5 million in pumping costs. And that’s just on the first 500,000 cubic yards. If 2 million cubic yards is an accurate estimate for the total mouth bar, using Madden’s property could save $22 million. That’s even more than the remobilization costs we were trying to save.

I hope we don’t stretch this out too much longer or make it any more difficult. My truck needs some repairs and I’m afraid, as a taxpayer, that I may not be able to afford them!

Posted by Bob Rehak on 6/12/19

652 Days after Hurricane Harvey

Zura Drone Videos Reveal Romerica Had Flooding Problems on May 7 Also

Yet more drone footage by local resident and videographer Jim Zura of Zura Productions revealed that Elm Grove and North Kingwood Forest weren’t the only areas with flooding problems on May 7, 2019. The low-lying Romerica land is in the floodway and floodplain of the San Jacinto West Fork. A large part of the property is also classified as wetlands.

Flood Follies

May continued the developers’ long standing tradition of flooding follies.

Both the TCEQ and US Fish & Wildlife Service complained about the flooding and wetlands when protesting Romerica’s permit application to build high rises in an old riverbed of the West Fork. Between February of 2018 and January of this year, the Romerica property flooded six times – once every other month. In April, Romerica requested an extension of the time allowed to respond to 727 protest letters. The Army Corps withdrew their application instead, but without prejudice. That means the developer may reapply at a future date.

Zura Videos Show Scope of Flooding Day After May 7

Zura filmed three short drone videos linked below. The first two from River Grove Park show the extent of Romerica’s flooding problems on May 7. The third shows street flooding on May 3 on much higher ground.

The first shows how deep the water was in River Grove’s popular boardwalk area. It also shows wetlands adjacent to Woodland Hills, near where Romerica wants to build a commercial and retail mall.

The second shows how much of the developer’s property was flooded after a four inch rain the night before.

The third video shows trucks trying to navigate down a residential street on much higher ground.

Romerica Reportedly Reapplying for Permit

Romerica has reportedly decided to reapply for a permit from the Army Corps. As they develop the required surveys and studies coming out of Round One, they have taken down many of the websites that previously caused them so many problems. For instance, they removed the site offering EB-5 visas to foreign investors through their American Vision program. However, I have screen captures of all the suspect websites.

Zura’s video underscores the folly of developing this property into anything other than a park. I hope Mr. Haddad and Mr. Covarrubias watch these videos closely.

The Producers Sequel called The Developers?

This is starting to feel like a remake of a Mel Brooks 1960s movie called The Producers. In the movie, a Broadway producer discovers that he can make a lot more money with a flop than a hit by overselling shares in the production, because no one will audit the books of a play presumed to have lost money. If I were developing the sequel, I would call it The Developers and base it on two foreign investors trying to recreate a suburban Atlantis for which they can also sell flood insurance backed by (you guessed it) the U.S. Government.

Posted by Bob Rehak on 6/11/2019

651 Days since Hurricane Harvey

How Some Flood Victims Saved Substantial Tax Dollars

This is a letter to the editor from retired Kingwood resident Bill Fowler. Fowler managed real estate property taxes for one of the world’s largest oil companies for much of his career. His home flooded during Harvey.

An in-depth analysis of 2018 property tax assessments in one flooded neighborhood shows that flooded homeowners who did not protest their appraisals last year were appraised on average higher per square foot than those who did successfully protest. That means if you flooded and did not protest, you could have paid thousands of dollars more in taxes than you should—and may have been assessed inequitably.

Kingwood Greens Evacuation During Harvey by Jay Muscat
Kingwood Greens During Harvey. Photo courtesy of Jay Muscat.

Property Tax Reappraisal Season Starting Now

As Kingwood prepares for its most dreaded annual event, Hurricane Season, let’s not forget another discomforting annual occurrence, Property Tax Reappraisal Season.

Yes, this is your chance to accept the Harris County Appraisal District’s (HCAD) market value of your home or file a protest to seek a lower value.

This article should make it apparent that relying on HCAD to properly value your home can sometimes prove costly. This discussion relates specifically to flooded homes, but non-flooded homeowners should also review their assessments for opportunities to reduce HCAD’s opinion of market value.

Questions to Ensure Fair Appraisal

A majority of homeowners who flooded during Hurricane Harvey have not yet received their 2019 property tax appraisal notices from HCAD. However, some have. When you receive your 2019 assessment notice, keep these questions in mind:  

  • How much did the market value of your home change between January 1, 2018 and January 1, 2019?
  • If you made progress towards, or completed, restoration of your home between January 1, 2018 and January 1, 2019, how much did you increase your home’s market value? 
  • If your repairs are completed, is this year’s proposed value realistic compared to your 2017 pre-flood value?
  • Does HCAD have sufficient comparable post-flood sales data to support its opinion of the appraised value of your home?
  • Is your assessment equitable relative to your neighbors’?

Early Trends in Heavily Flooded Neighborhoods

A review of HCAD’s 2019 online records has revealed early trends in three heavily flooded neighborhoods. Results reported here likely include a mix of both fully and partially repaired homes. Numbers in parenthesis reflect approximate percentage of homes in the neighborhood with published 2019 assessments; HCAD lists all remaining home values as “Pending.” 

  • Kingwood Greens (25%):  Average values are up 40% from 2018. 2019 values are only 5% lower than pre-Harvey 2017 values.  
  • The Barrington (55%):  Average values are up 18% from 2018. 2019 values are only 9% lower than pre-Harvey 2017 values.
  • The Enclave (20%):  Average values are up 21% from 2018. 2019 values are only 7% lower than pre-Harvey 2017 values.

Success of Protests

To illustrate the effect of successfully protesting your assessment, I analyzed the final 2018 property tax year assessments of all Kingwood Greens homes using HCAD’s public information.

On average, Kingwood Greens homeowners who protested their assessments saw significantly greater declines in their 2018 final assessments and  were assessed less per square foot compared to homeowners who chose not to protest.

About half of Kingwood Greens residents chose to accept HCAD’s initial 2018 assessments.  The average reduction in their appraised value was 25% below 2017 and average assessment per square foot was $108.

The other half (despite their assessments being down initially 21% from 2017) protested their assessments. 98% of those who completed the protest process reduced HCAD’s initial proposed assessments. Reductions ranged from as low as $4,000 to more than $500,000.  

At the end of the day, successfully protested homes were appraised 36% lower on average than in 2017 @ $96 per square foot — a far greater average reduction and lower value per square foot than the 25% and $108 per square foot realized on non-protested properties. 

Your Fair Share

To ensure you pay only your fair share of taxes this year, it seems prudent to consider filing a protest when you receive your notice. You have 30 days from the date of the notice to file the protest which can be done either electronically on the HCAD.org website or by mail. Your assessment notice will include instructions on how to protest.

Once HCAD receives your protest, you will receive an informal hearing date. You can also access electronically the sales and other evidence HCAD used to determine your assessment.

You may represent yourself in the protest process or hire a consultant to represent you. Should you hire a consultant, the consultant’s fees can reduce any savings you realize by up to 50%.

Additional Clarifications and Thoughts

  • By law, property must be appraised at Market Value as of January 1 each year, and then taxed at the Appraised Value (less exemptions). Your 2019 assessment is based on market value as of January 1, 2019.
  • Notice that your 2019 assessment notice references two values: Market Value and Appraised Value.
  • Market Value is the price at which a property would transfer for cash or its equivalent under prevailing market conditions. Keep in mind this is the value you will be challenging if you protest, not Appraised Value.
  • The appraisal district compares your property to similar properties that recently sold. Then they adjust for differences to arrive at an opinion of market value. Bottom line: Sales of homes comparable to yours are the basis of assessments.
  • When protesting, make sure HCAD has based its opinion of your home’s market value on properties that are truly comparable.  Valid comparable sales need to be located in the same general neighborhood. Valid adjustments recognize differences such as size, age, condition, quality of construction and additional features (pool vs. no-pool, for example).  
  • Especially important: Flooded home market values should not be based on sales of non-flooded homes (or vice versa).  
  • If your home was still under repair as of January 1, 2019, make sure HCAD recognizes the proper stage of completion of your repairs as of that date. Ensure you are not valued as completely restored or at too great a percentage of completion.
  • Your tax liability depends on your Appraised Value (less any exemptions you qualify for). Its capped at an increase of 10% above the prior year’s Appraised Value (provided you have not improved the property—i.e. increased the size of the property, added a pool, etc. in the past year).
  • Important to note:  If your flooded home was not completely restored by January 1, 2018, for tax year 2019, that cap is 21% above your 2017 assessment, not 2018 assessment.   
  • If you completed flood repairs by January 1, 2018, the 10% cap over last year’s appraised value applies.

Remember: Equity Also Matters

One last issue to bear in mind:  Don’t forget equity! Just as all properties are legally mandated to be valued at market value, the law also requires each appraisal to be equitable in relation to the median level of appraisal of comparable properties (after the adjustments mentioned above). This requires comparing your assessment to those of comparable homes in your neighborhood to ensure you are equitably assessed and paying only your fair share.  An inequitable appraisal is also grounds for protest.

May 7 Flood Victims Must Wait Until Next Year

Any flooding that occurred to homes in early May was past the January 1 assessment date. By law, the 2019 values must be based on market value of properties as of that date and taxing jurisdictions cannot request disaster reappraisals without a disaster declaration. Therefore, the 2019 assessments of people who flooded on May 7 will not reflect losses in market value due to flood damage, but may impact their 2020 assessments.

By Bill Fowler, 6/10/2019

650 Days since Hurricane Harvey

“Money Has a Short Memory” or How Lessons from 1994 Flood Might Have Averted Much Harvey Damage

In the School of Hard Knocks, there’s an introductory course called, “Money Has a Short Memory.” Most students fail this free course and, as a consequence, are still paying “tuition” years later. The irony was never more visible than last week. As I reviewed a Houston Public Media Story about how the City of Houston was not attempting to curb development in the 100-year flood plain – despite everything we learned from Harvey – I had a presentation about the 1994 flood waiting for review on my desktop.

1994 Flood Should Have Taught Us Lessons We Still Haven’t Learned

The presentation, “Rain by the Cubit: The Great Southeast Texas Flood of 1994,” brought back memories. That was the year I started my company. I was supposed to move into my first commercial office space when this flood hit.

Kingwood received 29″ of rain that week. Rainfall averaged 19.5 inches over the entire 2,880-square mile San Jacinto River watershed. The event lasted four days. It started on Saturday, October 15, 1994 when Pacific Hurricane Rosa met a gulf coast warm front over Texas. It affected 38 Texas Counties, an area as large as Maine.

1.9 million acre-feet of runoff passed through Lake Houston: almost 12 times the volume of the entire lake! The lake crested 8.3 feet above the 3,160-foot spillway.

Homes under construction on Atascocita Point. HCFCD Photo from presentation by Yung and Barrett on 1994 flood.

Stunning Photos of 1994 Flood

The presentation contains photos of flooding:

  • On Atascocita point, where new construction was just beginning at the time.
  • In Forest Cove townhomes that would flood at least four more times before buyouts
  • In Banana Bend below Lake Houston, which is also just now being bought out
  • Around Toys ‘R Us on 59 – before an entire strip center of big box stores surrounded it
  • That collapsed the 59 bridge
  • That downed power lines over Lake Houston
  • That went up to the roofline of what was then Reeves Furniture on the southbound 59 feeder just north of the West Fork
  • That ruptured pipelines across the San Jacinto and started a toxic blaze
  • That buried downstream areas in sand and gravel.

Sound familiar? It should. Virtually all those things happened during Harvey, with the exception of the pipeline fire. However, toxic waste pits were involved during Harvey.

What are the Chances?

At the time, experts opined about how rainfall exceeded the expected 100-year levels. But the new Atlas-14 data released by NOAA, now advises that a four-day flood averaging 19.5 inches would have an average recurrence interval of 50 years.

The latest NOAA Atlas-14 Rainfall Data for the Lake Houston area

After Harvey, people dazed by the devastation, solemnly concluded that the storm must have been a 500-year, a 1,000-year, or even a greater storm. They had absolute faith in the numbers that developers, engineers, bankers, insurers, and government agencies certified. They assumed storm intensity had to be greater than expected. It never occurred to them that perhaps the numbers could be off…in the other direction.

How Average Recurrence Interval is Determined

All these numbers (500-year, etc.) are based on extremely small data sets. Forecasters use a branch of mathematics called Extreme Value Analysis (EVA). With EVA, they try to forecast the probability of unobserved future events based on the frequency of somewhat smaller past events. EVA may produce the best numbers possible, but predicting 500-years into the future based on 100 years of data takes a lot of guess-work.

Limitations of Numbers

Complicating things, most people are oblivious to the nuances of probabilities. The naming convention (100-year storm) misleads them into thinking that if we had a 100-year storm last year, “we must be good for another 99 years.” Wrong. Theoretically, if you tossed a coin and it came up heads 99 times in a row, you have a 50:50 chance of getting heads on the hundredth toss, too.

How many people read…or understand…the fine print in tables like the one above? Did you read the footnotes? If not, please go back and read them now. It’s important for your own safety and the safety of your investment.

They’re trying to say, “We can’t predict extremes with accuracy.”

Conclusions of 1994 Flood Presentation

Yung and Barrett conclude with several warnings. They include.

  • Extreme rainfall events will continue to occur.
  • The adoption of criteria that exceed FEMA minimum requirements should be considered by communities to guard against severe events.

So until the City learns this lesson, what’s someone without a PhD in math supposed to do when buying a home? Forego the river or lake view and buy on the highest ground you can find. Buyer beware! There are huge markups on floodplain property. And money has a short memory.

Posted by Bob Rehak on 6/9/2019, based on a presentation by Andy Yung and Duange Barrett

649 Days since Hurricane Harvey