More than 850 days after Hurricane Harvey, the City of Houston has released a 170-page report called Living with Water™. (Caution: 60-meg download.)
A Primer on Green Flood Mitigation
In many ways, Living with Water is a primer on flood mitigation in the Bayou City. It lays out many of the problems we face as a region. It also points to many innovative solutions. It even takes three neighborhoods within the City (Greenspoint, Kashmere Gardens, and Independence Heights) and shows how various “green” strategies could reduce flood risk.
So far, nothing to argue with. The primary value of Living with Water lies in raising awareness of opportunities that can be used to solve problems throughout the region.
High-Level Ideas with No Actionable Plan Yet
But if you were looking for specifics – case studies, costs, plans, timetables, and budget line items associated with recommendations – you will be sorely disappointed. This isn’t that kind of report. And the absence of those specifics 887 days after Harvey will frustrate many who believe we should be far past brainstorming at this point.
Living with Water contains many magic-wand solutions that people in workshops often develop.
For instance, they identified “cooperation” as a strategy. Yet they failed to identify how to get upstream interests to factor downstream impacts into their development costs willingly.
From 2001 to 2016, most new development took place outside the Houston city limits. Yet during the first two decades of this century, the region added approximately three million people, nearly doubling in size. This creates development pressure in low-lying and risky areas that can impact downstream areas.
Another example: the creation of “interceptor streets.” They are never fully defined, but have something to do with storing stormwater under historic streets. Ten years after the implementation of the drainage fee, have we had one such project developed anywhere in the City?
Finally: a recommendation to “Bring back the prairie.” Great. Now how?
The Benefit: A Shared Vision of the Future
Regardless, it’s important that we share a possible vision of the future if we are ever to agree politically on solutions. Living with Water paints a positive vision of what that future could be. It also provides many tangible examples of how we could get there.
In the end, people will remember Living with Water for one thing. It shows how we could turn stormwater from the enemy into a series of amenities that enrich City life.
Whether this effort turns into reality or “credenza-ware” will depend on how quickly the City can implement pilot programs that demonstrate practical, achievable, cost-effective, flood-reducing benefits.
Posted by Bob Rehak on February 2, 2020
887 Days after Hurricane Harvey
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2020/02/New-Development.jpg?fit=1200%2C1035&ssl=110351200adminadmin2020-02-02 18:05:132020-02-02 18:10:29City of Houston Releases “Living With Water™” Report
Earlier this month, the State, Harris County and City of Houston announced the next phase of West Fork mouth bar dredging. Late last week, it got underway in earnest.
West Fork mouth bar on Monday 1.20.2020 before mechanical dredging started.
How Mechanical Dredging Works
Rachel Taylor took the ground-level pictures below earlier today from her back yard in Atascocita Point. They show mechanical excavators eating away at the mouth bar and loading the spoils on barges.
Sunday afternoon, 1.26.2020, two mechanical excavators worked the western end of the mouth bar. They loaded the spoils on waiting barges (right). Photo courtesy of Rachel Lavin Taylor.Service boats then pushed the barges upriver. Photo courtesy of Rachel Lavin Taylor. Barge loaded with spoils passes the Deerwood Country Club. Photo courtesy of Rachel Lavin Taylor.Barges then anchor at Berry Madden’s property on the south side of the West Fork opposite River Grove Park.That black object jutting into the photo from the lower left is the skid of the helicopter.Photo taken 1.20.2020.From there, other trucks move the spoils inland.For orientation, that water tower in the upper left is south of Kings Lake Estates.Photo taken 1.20.2020.
Mechanical dredging is slower and more labor intensive than hydraulic dredging, but can mobilize faster. In hydraulic dredging, dredgers pump the spoils to a placement area via pipelines. That is faster, but has higher overhead. It also creates more noise.
Hydraulic Dredging Options
The hydraulic pipelines can stretch miles. In the case of the first phase of West Fork mouth bar dredging, they stretched 10 miles upstream. It took five booster pumps to get the material all that way to a sand mine on Sorters just south of Kingwood Drive.
Luckily for us, the pipe from the first phase of mouth bar dredging is still at the Army Corps dock opposite Forest Cove.
Pipe from the first phase of mouth bar dredging still sits at the former Army Corps command post and could be rewelded into longer sections if needed.The Great Lakes Dredge also remains at the dock. Here you see the pieces below and behind the crane.
At some point in this project, dredging may switch from mechanical to hydraulic. The fact that the Great Lakes dredge remained here bodes well. It chewed through 500,000 cubic yards of debris at the West Fork mouth bar in less than three months. Officials expect mechanical dredging of 400,000 cubic yards to take 8 -12 months.
Additional Dredging Targets and Financing
Other targets reportedly include the East Fork Mouth Bar and several mouth bars that have formed at the mouths of ditches or streams leading into the lake.
State Representative Dan Huberty helped bring $30 million to this phase of dredging via an amendment to SB500 in the last legislature. That money will funnel through Harris County via the Texas Water Development Board. The County also included $10 million in the 2018 flood bond. And the City is applying $6 million left over from a FEMA/TDEM grant for debris removal from Harvey.
Phase One will focus on the West Fork Mouth Bar using the City’s $6 million and $10 million from the TWDB grant.
Phase Two will focus on the East Fork Mouth Bar using the remaining $20 million from the grant.
The $10 million from the County flood bond will fund surveys, formulation of specs, bidding, project management and more.
Progress Result of Pulling Together
All this is great news for the Lake Houston Area. The entire community worked since Harvey to make this happen through all levels of government.
As we look at other flooding problems in the area, it’s important not to get discouraged and to remember that we can make progress if we all pull together.
Posted by Bob Rehak on 1/26/2020 with photos from Rachel Lavin Taylor
880 Days since Hurricane Harvey
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2020/01/01.26-7-Taylor.jpg?fit=1200%2C599&ssl=15991200adminadmin2020-01-26 18:35:112020-01-26 19:05:22Mouth Bar Dredging: First Pictures of Next Phase
People believed the lie. They started putting up web sites and YouTube videos to spread the word. Soon, the lie took on a life of its own. And it became impossible for the LCA to stamp it out – even if they were so inclined, which they aren’t.
Residents started writing their state reps. And soon Will Metcalf who represents the Lake Conroe Area took up the cry. See the letter below dated Jan. 6.
State Senator Robert Nichols wound up with the same omelette on his face.
Whole Series of Lies, Half-Lies and Logical Fallacies Spread by LCA
The LCA fueled this whole sad, sorry food fight that embarrassed their own representatives with an entire a SERIES of lies, half-lies and logical fallacies that it fed to unknowing people.
For instance, in addition to “the dredging is done”, I see and hear these comments constantly:
Because the East Fork flooded during Imelda and Lake Conroe didn’t release water, that proves we don’t need to keep lowering Lake Conroe.
The Lake Conroe release during Harvey comprised only 5% of the water going through Lake Houston.
All of Kingwood was built in a flood plain. Kingwood people should just move to higher ground.
Kingwood’s flooding problems come from upstream developers.
No scientific study supports the lowering policy.
Lake Houston wants to make the lowering of Lake Conroe permanent.
They should lower Lake Houston.
For the Record…
To set the record straight:
West Fork dredging is NOT done. Just the portion FEMA paid for.
The East Fork and West Fork are in different watersheds. Imelda affected the East Fork, but not the West. Plum Grove got 33 inches of rain while Lake Conroe got two.
The Lake Conroe release during Harvey comprised ONE THIRD of the water coming down the West Fork where approximately 80-90% of all the damage occurred in the Humble/Kingwood area.
All of Kingwood was not built in a flood plain. For instance, 110 out of 250 of my neighbors in Kings Forest were not in a flood plain yet still flooded. We live more than TWO MILES from the river.
Some of Kingwood’s flooding problems come from upstream developers. But that’s a separate issue; they have nothing to do with West Fork flooding due to Lake Conroe releases.
The SJRA did commission an engineering study that supported lowering Lake Conroe.
Lake Houston IS and HAS BEEN lowered…longer than Lake Conroe.
No responsible/knowledgeable person that I know in the Lake Houston area is talking about making the lowering of Lake Conroe permanent.
To correct some of these misperceptions, I met the president of the LCA last year for a whole day. More recently, I spent an hour on the phone with him. I thought I had corrected these misperceptions. But they keep recurring. This is NO accident; this is intentional.
Posted by Bob Rehak on 1/8/2020
862 Days after Hurricane Harvey and 111 since Imelda
The thoughts expressed in this post represent 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/2020/01/image-1.png?fit=697%2C903&ssl=1903697adminadmin2020-01-08 18:43:272020-01-17 10:11:32Lake Conroe Association Misleads Area’s Own State Representative and Senator
Yesterday’s open house at the Kingwood Community Center seemed to be a hit. The SJRA, City of Houston, Harris County Flood Control and Montgomery County – all partners conducting the San Jacinto watershed study – had the subject-matter experts actually conducting the study there. The open house format gave residents a chance to interact with them one on one, tell their flood stories, and discuss possible mitigation scenarios.
Difference Between Listening and Learning
As one resident said, “I got more from 45 minutes here than a dozen town hall meetings.” I appreciate the town hall meetings, but he was right.
Quality one-on-one interaction made the difference between listening and learning.
I suspect the professionals there felt the same way. They came seeking input and they got it.
It felt like a collaboration, not a presentation.
For example, I got to quiz Adam Eaton, one of the engineers working to add more gates to the Lake Houston Dam. Finding hard information about this project has been difficult. But Mr. Eaton provided it. See budget, timeline and project milestones below.
Budget, timeline and project milestones for Lake Houston Dam Spillway Improvement Project.
Engineers hope to finish design and receive environmental approval by mid-2020. From there, TDEM and FEMA will review the plans and then hopefully release funds for construction. I asked Mr. Eaton whether there was a chance construction could NOT be approved. Answer: It’s possible, but very unlikely.
Details in Big Picture Context
I also talked at length with Matt Zeve, deputy executive director of Harris County Flood Control. Zeve, who has studied channel hydrology all his life, helped me understand why upstream communities don’t automatically benefit from projects that decrease downstream flood levels. He also helped me understand big picture issues, some of which weren’t even on my radar yet. For instance, how the extension of Highway 99 could affect flooding in Liberty County and on the East Fork twenty years from now.
David Parkhill, an author of the Brown & Root report published in 2000 was there, too. They called it a Regional Flood Protection Study back then. But it had the same objectives as the SJR Master Drainage Plan: to identify flood mitigation projects that will make a difference. Mr. Parkhill helped put the current effort in historical context. He was both fascinating and helpful!
Huffman Meeting on Thursday, 3-7:30 at May Community Center
If you missed the Kingwood meeting on Tuesday, I urge you to attend the Huffman meeting tomorrow. It will have all the same information and experts that the Kingwood meeting had. And it will be your last chance to visit an open house in this area until the next round of public comments next Spring.
The quality of input you give in this process will determine the quality of output you get.
Thursday, December 19, 2019
3:00 p.m. to 7:30 p.m.
May Community Center
2100 Wolf Road
Huffman, Texas 77336
The open house will include information about the following projects, studies, and efforts:
San Jacinto Regional Watershed Master Drainage Plan
Kingwood Area Drainage Analysis
Huffman Area Drainage Analysis
Spring Creek Watershed Planning Study
Luce Bayou Watershed Planning Study
Willow Creek Watershed Planning Study
Jackson Bayou Watershed Planning Study
Cedar Bayou Tributary Analysis
SJRA-led Projects
City of Houston-led Projects
Harris County Permit Office
Harris County Engineering Department – Recovery and Resiliency Division
Hurricane Harvey Repair Efforts
Information about services provided by Harris County Flood Control District, Harris County and Montgomery County
The open house will last from 3:00 p.m. to 7:30 p.m. The format lets attendees arrive and participate at their convenience. No formal presentation will be made.
Provide Input on Master Drainage Plan
You can comment on the plans at the meeting in Huffman and throughout the duration of the study.
If you can’t attend in person, mail comments to:
Harris County Flood Control District
9900 Northwest Freeway
Houston, Texas 77092
Attn: San Jacinto Regional Watershed Master Drainage Plan
For more information about the San Jacinto Regional Watershed Master Drainage Plan, visit www.sanjacstudy.org.
Posted by Bob Rehak on 12/18/2019
841 Days since Hurricane Harvey and 90 since Imelda
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2019/12/GatesOutlineSml.jpg?fit=1200%2C919&ssl=19191200adminadmin2019-12-18 13:30:342019-12-18 13:45:24Kingwood Residents Go One on One with Flood Experts; Huffman Up Next
Most people have heard about the Coastal Water Authority’s Luce Bayou Interbasin Transfer Project. But few have seen it. Its size makes it impossible to see from the ground. It stretches from the Trinity River to the northeast corner of Lake Houston, where Luce Bayou enters the East Fork. The purpose of the project: to provide additional surface water supplies to end users that utilize water from Lake Houston, especially the new Northeast Water Purification Plant.
Surface Water Capacity to Manage Growth and Fight Subsidence
Studies have shown that Lake Houston and the new plant cannot meet future demand at their current capacity. Transfer of additional raw water supplies to Lake Houston will support future expansion of treatment capacity at the northeast plant and the mandatory conversion from groundwater to surface water to help reduce subsidence.
The City will eventually transport 500 million gallons per day from the Trinity river to Lake Houston through the pipelines and canals you see below.
Connecting Trinity and San Jacinto Watersheds
The Luce Bayou Interbasin Transfer project includes the Capers Ridge Pump Station (CRPS) located on the Trinity River in Liberty County, 3 miles of Dual 96-inch Diameter Pipelines, and 23.5 miles of earthen Canal System. The pipeline will extend west southwest approximately 3 miles along a geological ridge (Capers Ridge). The pipeline will then outfall into the sedimentation basin at the start of the canal. The canal will outfall into the lower reaches of Luce Bayou, which flows into the northeastern corner of Lake Houston.
Originally, engineers considered using a large part of Luce Bayou itself to transport the water and minimize construction costs. However, environmental concerns nixed that idea. Today, they use only the last few hundred yards of Luce Bayou. But the name stuck.
Construction Photos Taken December 3, 2019
The pictures below start at Lake Houston and go about half way to the Trinity River.
The last part of the canal outfalls into Luce Bayou and then Lake Houston in the background. Looking southwest.A semicircle slows the water as it comes out of the canal. Note how sediment is already building up.Looking west toward FM2100. Note the drainage swales on either side of the canal.These “teeth” in the concrete outfall structure break up the water to reduce its erosive power.From the Trinity to Lake Houston, the entire system is gravity driven. The water is pumped up at the Trinity and then flows downhill all the way to lake Houston. The slope is incredibly precise and minute: only .015%. The route contains 22 inverted siphons below drainage features, roads, pipelines and 11 bridges.These are not the smallest pipes, but they’re still big enough to swallow pickups. Even larger pipelines near the Trinity contain welded-steel piping with cement mortar lining and polyurethane coating.Once past Huffman, the canals wind through farmland.The color of the water is partly a reflection of the sky and partly due to the fact that it has gone through a sedimentation basin to remove sediment before reaching this point.In several places, existing streams go OVER the IBTP.The further east you go, the more finished the canals appear.Another natural stream goes over the canal. The earth blocking the canal on either side of these inverted siphons will be removed before the system goes into service.Three million cubic yards of soil were removed to create these canals. That’s enough to fill up the Astrodome almost twice.
For More Information About Luce Bayou Interbasin Transfer Project
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2019/12/20191203-RJR_5899.jpg?fit=1200%2C800&ssl=18001200adminadmin2019-12-17 21:36:162019-12-17 21:36:25Luce Bayou Interbasin Transfer Project Construction Photos
Usually when you make an investment, the worst thing that could happen is that you lose all your principle. But Perry Homes could loose a hundred times more than they paid for Woodridge Village land. That takes special talent.
Out-of-Pocket Costs
The land that Woodridge Village sits on didn’t cost much; much of it was wetlands and many streams converged there. Regardless, a Perry Homes subsidiary, Figure Four Partners, bought the land. Montgomery County Appraisal District values the two main parcels at less than a million dollars. Together they comprise more than 80% of the 268-acre project. (See screen captures below from Montgomery County Appraisal District website.)
Real Costs Could Be 100X Greater
Now let’s look at the real costs to Perry. Just to screw up the land, they paid for:
Excavating two detention ponds (out of five they promised)
Soil tests and a geotechnical report
A mile of pavement to the middle of nowhere
Two large box culverts
Storm drains
Let’s say that cost another five million.
But all of that contributed to the flooding of approximately 200 homes in May and 350 in September. Let’s assume the damage to each home totaled $100,000. That comes to about $55,000,000.
Furniture, appliances, rugs, window coverings and other contents? Let’s assume an average of $40,000. That would total another $22,000,000.
Let’s also assume that 300 cars flooded. Average cost – $30,000. Bingo. $9 million.
Now let’s estimate the reduced marketability of homes that flooded. To do this, let’s assume an average price of $200,000 per home and a 20% reduction. That would cost homeowners $40,000 each in the market value of their homes. That’s another $22,000,000.
If juries rule in favor of the flood victims, that million dollar investment could add up to more than $100 million in potential liabilities…before any penalties for negligence and/or gross negligence kick in.
But perhaps Perry Homes went too far. People did notice. The wetlands that they conveniently ignored fall under the jurisdiction of the Army Corps. And the Corps is now investigating potential violations of Section 404 of the Clean Water Act. That could get expensive all by itself.
Like Building Homes at the End of a Gunnery Range
It just keeps getting worse for Perry. This was kind of like buying land to build homes at the end of a gunnery range. A little risky.
But it’s too late to rethink that decision. No one will ever want to buy a home on this site. It’s less marketable than swampland near Chernobyl.
There’s another rule of thumb in business. When you find yourself in a hole, stop digging. And that’s exactly what Perry has done. They have stopped work on the site for months. Work on detention ponds that would help protect people downstream from future flooding is going undone.
That means the numbers above could balloon with the next big rain. Or a negligence ruling by a jury. Yep, we’re in double Jeopardy now.
Career-Limiting Moves
Whoever made the decision to develop Woodridge Village definitely made a CLM (career-limiting move). At this point, even Perry Homes employees not associated with the decision must worry about their Christmas turkeys. Few careers or companies survive blunders that become case studies for how not to do something.
Eroding Profit Margins
Because of faulty assumptions and corner cutting, Perry Homes put itself between a rock and a hard place. They’ve managed to turn a million dollar investment into a potential $100 million liability. They can’t develop this property profitably now. And they can’t sell it. Who would want to buy this land and inherit the liability every time a storm cloud floats by?
To protect downstream homes from flooding, they would have to expand the detention ponds by at least 40%. And that would eliminate so many homesites that costs could exceed income. I say “at least” because the issue is not just Atlas-14 compliance. While digging the S2 detention pond, contractors hit water that’s not going away.
The S2 Detention Pond has lost about 20-30% of its capacity. The bottom 3-5 feet have been filled with ground watersince contractors started digging to the target depth.
That means they can’t achieve their detention goals by going deeper; they’ll have to go wider. And that will cut into marketable land even more.
Toxic for Perry Homes
Let’s face it. When Perry Homes bought this property, Kathy Perry Britton swallowed a poison pill. Woodridge Village now has a toxic reputation that will infect the rest of Perry Homes. No one will ever be able to trust anything Perry Homes says again.
But what to do with this land? If you’re Kathy Perry Britton trying to spit shine the legacy of dear old dad, you can’t keep it. And you can’t sell it. You can’t even give it away. No land conservancy organization would take it until the damage done to wetlands and streams was remediated. That could take decades.
The Real Value of Wetlands
However, there are two pieces of good news in this mess.
If Perry Homes implodes, it won’t take a lot of investors with it; the company is private.
Perry Homes may serve as a lesson to other developers and teach them that the real value of wetlands is their downstream legal costs.
Time To Be Decisive
Just remember, Ms. Britton. Historically, 85% of Houston floods are non-tropical. So if you think you have eight more months to figure this out, think again.
Posted by Bob Rehak on 11/15/2019
808 Days after Hurricane Harvey and 57 after Imelda
The thoughts expressed in this post represent 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/RJR_4344.jpg?fit=1500%2C1000&ssl=110001500adminadmin2019-11-15 17:45:182019-11-16 09:51:58Perry Homes’ Woodridge Village Investment Could Be Costliest Ever
Before Harvey hit, we knew tremendous rains were coming. But we could do little to prepare Lake Houston for the onslaught. The small gates you see in the photo below release a combined 10,000 cubic feet per second (CFS). That’s nothing compared to the 150,000 from the gates at the Lake Conroe Dam.
Lake Houston’s gates release a maximum of 10,000 CFS.The gates at Lake Conroe can release water at up too 150,000 CFS...15X faster.
We Were Sunk
When Lake Conroe had to open its gates during Harvey, we were sunk. Literally. Had we had bigger, more modern gates on Lake Houston, we might have been able to lower the lake fast enough to avoid flooding thousands of homes.
11-Foot High Wall of Water Cascaded Over Spillway
Of course, Lake Houston also has a spillway. In fact, the spillway represents the primary way to shed water from the lake. The top of that spillway is at 42.38 feet.
Interestingly, the WAY more gates would prevent flooding was not through pre-release; Harvey would have refilled the lake in a matter of hours and the storm lasted days. Rather, additional gates would have widened the spillway area so more water could move over the dam every second. Think of it in these terms: twice the width, half the height. (That’s an over-simplified example of how the principle works; ten more gates would not actually double the width.)
Is Pre-Release Practical?
The Frees & Nichols study only considered one case – Harvey. For lesser floods, the gates could help make pre-release a viable strategy for the Lake Houston Area. At least in my opinion.
Here’s how.
More gate capacity could help offset the volume of water released from Lake Conroe, to reduce the risk of Conroe flooding Houston again.
More gate capacity could release more water in less time, thus reducing uncertainty when pre-releasing before a storm. That would allow officials to delay releasing water until they were sure they needed to. And that could save precious water in the event that a storm veers off in another direction at the last minute. We may know that a storm will cross the area. But it’s much harder to tell where the heaviest rainfall will occur. For instance, during Imelda, parts of the East Fork received more than 20 inches of rain while Lake Conroe received only two.
In the last year, the City prevented homes from flooding several times by pre-lowering the lake. But the small gate capacity meant that we had to start releasing water DAYS beforehand to make an appreciable difference in the lake level. That has to be nerve wracking for Public Works.
Where the Gate Project Stands
Earlier this year, the City of Houston secured a FEMA grant to design and construct more gates for the Lake Houston Dam. The two-phase grant covers design and construction. Each phase must be completed within 18 months, though extensions are possible. Currently, we are four months into the 18-month design phase. That means we should see more gates by mid-2022.
In the meantime, the photos below give you a feeling for the immensity of the project.
The height of the trees on the San Jacinto River below the dam gives you a feeling for the height of the dam.Looking SE.Repairs are underway to the structures below the Lake Houston dam.Note the trees caught on top of it.Looking west over the Lake Houston Damwhich dates back to 1953.
Posted by Bob Rehak on 11/14/2019
807 Days since Hurricane Harvey
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2019/11/RJR_3872.jpg?fit=1500%2C1000&ssl=110001500adminadmin2019-11-13 18:38:402020-01-17 10:13:11Aerial Photos of Lake Houston Dam Dramatize Need for More Gates
Questionable assumptions about soil composition, rainfall patterns, wetlands and floodplain status for Perry Homes’ troubled Woodridge Village development may have compounded flooding in Elm Grove and North Kingwood Forest. Previously, I have focused on other more obvious issues, such as missing detention ponds and expected rainfall totals. However, Elm Grove resident Jeff Miller who has been studying the LJA Drainage Report, urged me to explore these additional issues.
Clay absorbs water very slowly, so rain turns into runoff quickly. Two photos below show what the Woodridge Village construction site looked like ONE WEEK AFTER a 2″ rain. It still had ponding water that did not soak in.
The northeastern portion of Woodridge Village looking southwest. Photo taken on 11/4/2019 one week after a 2″ rain. Note the ponding water that has not yet infiltrated.A closer shot of the main portion of the north side of the site, also taken on 11/4/2019.Note the ponding waterhere, too.USGS characterized parts of this portion of the site as WETLANDS.
From the USGS National Wetlands Inventory. Note how the ponding water in the photo aligns with where the wetlands were.
In May, a retired local geologist from a major oil company estimated that the clay content in Woodridge soil was at least 50%, and could be as high as 80%. However, he could not commit to an exact figure.
Going by the A&M infiltration figures above and assuming an infiltration rate of 2″ per hour for a mixture of sand and loam, and contrasting that with the minimum infiltration rate for clay, .2″ per hour, you get a difference of 10X.
What does all this mean?
Based solely on soil type, the LJA Engineering report could err in its runoff calculations by as much as 10X.
Before clearcutting, there may have been more sandy loam in a thin surface layer. But contractors likely disturbed or buried that when they removed vegetation from the site and regraded the area.
If LJA wishes to challenge this, I will be happy to reprint their response verbatim. I would love to see their soil report.
But I would like to know how they explain the presence of ponding water throughout the entire northern section of Woodridge Village a full week after a two-inch rain. (Note that the northern section is the steepest and largest. It comprises 2/3rds of the Woodridge Village’s acreage.)
The Presence of Wetlands Should Have Been a Signal
The presence of wetlands should have been a signal to the developer, but the LJA report does not mention the word “wetlands” once.
Many residents who used to hike and bike this area before it was clearcut have told me that they could always find standing water there even in summer. Here’s an interesting article that explains why wetlands stay wet. The authors says, “Wetlands typically form in gently sloping or topographically convergent portions of a landscape, where surface and ground waters meet.” That certainly fits Woodridge Village.
Section 2.1 of the LJA report says that LJA models assumed a “balanced storm.” “This distribution is constructed such that the depth specified for any duration occurs during the central part of the storm (intensity position = 50%).” [Emphasis added.]
But as Jeff Johnson, the Montgomery County engineer, pointed out, using a “balanced storm” bases calculations on ideal assumptions. He also pointed out that only a small percentage of storms conform with ideal conditions. (Johnson made these remarks at a Montgomery County Commissioners Court meeting at which they discussed closing a loophole in flood regulations.)
In the ideal balanced storm, most of the accumulation happens in the middle of the storm.
But the May 7th and Imelda storms did not follow this pattern. The heavy rainfall was front-loaded in both.
More than half of the total rainfall during the May 7th event fell at the outset, not in the middle of the storm. Thus, it did not conform to the balanced storm model upon which LJA based its calculations.
During the 11 hours of rainfall from Imelda, more than 50% fell in the first three hours, and almost 80% in the first 4 hours. Thus, Imelda was also “front-heavy”.
LJA Assumed Woodridge Was Outside of 100-Year Floodplain
LJA also assumed (see section 1.5 of its report) that Woodridge Village was “outside of the 100-year floodplain.” For permitting purposes, that is technically true. LJA was going by accepted maps. But that area is not shown as flood plain only because FEMA did not model it. Note in the Montgomery County Flood Plain Map shown below how ALL FLOODPLAIN MAPPING STOPS AT THE COUNTY LINE.
That straight diagonal line you see is the Harris-Montgomery County Line.
Any engineer experienced in working with flood plains should know that physical boundaries do not stop abruptly at political boundaries. Any competent engineer should have questioned this.
Engineering Codes of Ethics Discourage Such Conduct
“…engineers are expected to exhibit the highest standards of honesty and integrity. Engineering has a direct and vital impact on the quality of life for all people. Accordingly, the services provided by engineers require honesty, impartiality, fairness, and equity, and must be dedicated to the protection of the public health, safety, and welfare. Engineers must perform under a standard of professional behavior that requires adherence to the highest principles of ethical conduct.”
Under Fundamental Canons, the Society’s Code of Ethics also requires engineers to “Hold paramount the safety, health, and welfare of the public.”
The latter states “In order to safeguard, life, health and property, to promote the public welfare, and to establish and maintain a high standard of integrity and practice, the rules relating to professional conduct in this title shall be binding on every person holding a license and on all firms authorized to offer or perform engineering services in Texas.” In this regard, LJA failed the people of Elm Grove and North Kingwood Forest dismally.
Overlooked Ethical Obligations Contribute to Dramatic Miscalculations
Sometimes when you’re eager to make a project happen, optimism leads one to make “best-case” assumptions. But in my opinion, engineers should act on “worst-case” assumptions” to product public safety.
Sometimes, the cost of failure is simply unthinkable. This is one of them. Elm Grove flooding wasn’t as spectacular as a dam or a bridge failing, but it likely affected far more people.=
An even bigger ethical question: With such obvious problems, why did Montgomery County Commissioners and the City of Houston approve permits for this development?
Posted by Bob Rehak on 11/10/2019 with help from Jeff Miller and video from Jim Zura
803 Days after Hurricane Harvey and 51 after Imelda
The thoughts in this post represent 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.
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On October 24, 2019, Congressman Dan Crenshaw, along with Texas Senators John Cornyn and Ted Cruz and Representative Kevin Brady (TX-08), sent a letter to Acting FEMA Administrator Peter Gaynor. The letter requested FEMA’s swift approval of the City of Houston’s new plan to dredge more of the San Jacinto river mouth bar.
Letter in Response to New Request Filed by City
The letter came in response to the most recent request from the City for FEMA aid on or about October 11, 2019.
While FEMA has already completed its initial 500,000 cubic-yard debris-removal mission, sediment brought by Hurricane Harvey still exists in the San Jacinto river mouth-bar. To protect Houston, Kingwood, and Humble residents from future flooding, it is imperative that the remaining debris is removed, said Congressman Dan Crenshaw.
“The City of Houston recently filed a Project Worksheet (PW) for debris removal as Category A work under the Public Assistance program,” the group of legislators wrote.“We urge you to use any and all necessary FEMA resources to expeditiously review and approve the city’s PW. Delay will only increase costs and prevent FEMA from fully leveraging presently available dredging assets.”
Great Lakes Dredge and Dock has finished its Army Corps assignment at the mouth bar. I photographed workers continuing to dismantle the company’s dredge this afternoon.
Packing it in. Great Lakes Dismantles its dredge after a little more than a year on the West Fork. Photo taken 10/26/2019.The command post opposite Marina Drive in Forest Cove was a behind of activity this afternoon.Note the sections of dredge pipe stacked up in the background. It is no longer connected to the dredge.Crew and survey boats, cranes and other heavy equipment still remain to support a future dredging effort…but not for long.
The last line of the letter (“leveraging presently available dredging assets”) refers to assets other than the dredge itself. Such assets include the command post opposite Forest Cove, a second launch point in Atascocita, pipe, cranes, and other assets that could soon be removed. See photos above.
TDEM to Forward Request to FEMA
As of yesterday, according to Houston City Council Member Dave Martin, TDEM still had not forwarded the request to FEMA. However, this reportedly falls within TDEM’s normal processing time for such requests. I wouldn’t read too much into it yet. But let’s hope they hustle up. Those crews at the command site were working late into Saturday night. I’m guessing that represents overtime.
You can clearly see from the pictures above how much equipment it takes to support a dredging operation. And remember, each 40-section of dredge pipe weighs 4,000 pounds and there are about 10 miles of it! This request should not be taken lightly.
Posted by Bob Rehak on 10/26/2019
788 Days since Hurricane Harvey
https://i0.wp.com/reduceflooding.com/wp-content/uploads/2019/10/RJR_3783.jpg?fit=1500%2C1000&ssl=110001500adminadmin2019-10-26 19:16:202019-10-26 19:19:42Crenshaw, Brady, Cruz and Cornyn Ask FEMA to Dredge More of West Fork Mouth Bar
Thursday night at the Kingwood Town Hall Meeting, the City discussed a meeting between Perry Homes and city officials including the City Attorney. The subject: How to avoid flooding Elm Grove and North Kingwood Forest again. City officials said they demanded multiple concessions from “Perry Homes.” Two days later, and only hours before the Town Hall meeting, Perry Homes (according to City officials) sent the City a letter outlining what it could do. Mayor Sylvester Turner read portions of the letter to the overflow crowd. It met with mixed reaction. Some people were grateful; others skeptical; still others angry.
Much to his credit, Council Member Dave Martin posted the letter on his FaceBook page. I have reposted it here for your convenience, along with my reactions and those of several other residents.
Page 1 of Response.
Page 2 of response.
Rehak’s Opinions
I was not in the meeting between “Perry” and the City so I cannot comment on the tone of the meeting or how the City presented its “demands.” However, several things struck me about this letter right from the opening paragraph. First of all, it’s not from Perry. That’s why I put Perry in quotes above.
The developers expressed how saddened they were by Elm Grove flooding. Yet they are suing the victims. This raises a sincerity issue from the git-go.
They say, “Your idea of sharing our collective intellectual capital was a good one, and we appreciate having the City’s input.” Sounds pretty collaborative to me. That’s normally good, but it certainly does not fit with how the City characterized meeting.
The law firm representing Perry’s subsidiaries, PSWA and Figure Four Partners, sent the letters, not Perry.
Even though the engineering plans for the site call for DETENTION ponds, the lawyer now refers to them as RETENTION ponds. The difference between the two is storage capacity. The latter is like renting a storage shed that’s 80% full…and still paying full price. The City attorney needs to question this.
The letter only says that they discussed accelerating the schedule, not that they have accelerated it.
The letter lays out timing to construct each detention pond. But it doesn’t say whether they will perform work concurrently or sequentially. If concurrently, the work would take 9+ months. If sequentially, it could take 26 months. They talk about beginning “each project as quickly as the plans can be approved.” This suggests a one-at-a-time approach that could potentially add up to 780 days…assuming there are only “minimal delays” for bidding, approvals, weather, etc.
They promised to spend 45 days completing the two southern ponds. Those ponds are already substantially complete.
The letter promises to build a berm 2 feet above the 100-year flood elevation between Woodridge Village and Elm Grove. An even higher berm failed during Imelda. Floodwaters overtopped it. Perhaps that’s because Montgomery County bases flood maps on data from the 1980s.
They talk about delaying development of homes and streets (impervious cover) until they complete detention ponds. Delaying impervious cover seems like a genuine concession; developers like to build in sections so profit from one can help bankroll the next.
The lawyers claim their clients have not yet completed plans and specifications. However, LJA Engineering seemed to have a pretty comprehensive set.
The letter provides no guarantees and no penalties for non-compliance or missing target dates.
Because Perry has never revealed a construction timetable, we can’t tell whether this schedule beats their original one.
All in all, the timetable in this letter, seemed to take a lot of time for work that they could have completed by now.
Miller recently had an “aha” experience when driving by a 5-acre commercial construction site in Kingwood. It had more heavy equipment operating on it than Perry’s 268-acre site did at its peak last summer, he said.
Miller is a retired process engineer. Based on observation of that and other sites, Miller estimated excavation of three more detention ponds would take only about a month if Perry pulled out the stops. Other engineers and construction experts share this opinion.
Josh and Jon Alberson’s Opinions
Both of these brothers have engineering degrees from Georgia Tech. Josh is a chemical engineer and Jon a civil engineer. Jon works on giant construction projects for one of the largest companies in America. The Alberson brothers estimate only 10 days more than Miller. They shared their calculations. The calculations assume a two-step process. Excavate and stack the dirt. Then spread and grade it at a later time.
Basically, they calculated the volume of dirt that needs to be removed. Then they divided that volume by the per-load capacity of heavy equipment. Next, they estimated the time to move one load and return for the next. Using this technique, they could ultimately determine the total time it would take to excavate the three remaining ponds. They consulted with Caterpillar on the capacity of different types of equipment and their recommendations. Follow along to check their math.
Assume tractor cycle time for scraping, moving to pile, and returning to pond is 15 minutes. This would be a conservative transit time.
Then assume the tractor operates 20 hours per day.
Lunch – 1 hour per shift = 2 hours per day
Maintenance = 1 hour per day
Breaks = 2 x 15 minute breaks per shift = 1 hr per day
Loads per Day = 20 hours per day * 4 loads per hour = 80 loads per day
Number of Days with 1 Scraper Tractor
10,582 loads / 80 loads per day = 132 days
Number of Days with 4 Scraper Tractors
10,582 loads / (80 loads per day * 4) = 33 days
Assume 20% lost time due to non-productive time, weather, etc.
33 days * 1.2 = 40 days
Said Jon, “Most projects can move 8000 cubic yards per day.”
The two agreed on roughly the same time frame but argued over the optimum combinations of day and shift lengths, pieces of equipment, etc.
That’s just the time to dig the ponds. It assumes they stack the dirt somewhere nearby, then grade and compact it at a later date. Let’s assume that takes another month. But the ponds are excavated!
Now, we’re talking roughly TWO months instead of 9 to 26 months. And beating one or two hurricane seasons.
Note: The LJA Engineering report, upon which these calculations are based, shows at least three different storage capacities for the ponds on the northern section under “ultimate conditions”:
Exhibit 2 shows a total of 209.4 acre feet.
Table 3 shows a total of 154.2 acre feet.
Table 7 and the Conclusion show a total of 163 acre feet.
For the analysis above, the Albersons used the highest volume because it represented the most difficult case. Contractors could excavate the smaller totals, if accurate, in even less time. If 154.2 is accurate, excavation would take only 30 days.
Nancy and Abel Vera’s Opinions
Regardless of how Perry Homes staffs this job, it’s going to take some sweat. That’s the one thing that was not in evidence yesterday or today. Despite the assurances of J. Cary Gray, Attorney at Law, multiple residents reported seeing NO activity on the construction site.
As of Saturday afternoon, Nancy Vera still has seen no activity on the construction site. See the video below taken the day after the Town Hall.
Video taken by Nancy Vera on 10/18/2019, day after Town Hall Meeting
Vera’s husband Abel, manages giant construction projects around the world for one of the world’s largest engineering companies. He agrees that the construction could move much faster.
“If they had the proper equipment and man power, they could move fairly quickly. But they have never done that! They took more than six months to put in this one pond by our house [S2]. And they didn’t even really get going till after the May 7th storm.”
Abel Vera, Resident just south of S2 Detention Pond
A Faster Way?
This video shows the scraper equipment that Alberson and Caterpillar recommended to move large volumes of dirt quickly. The video runs 13 minutes but you will get the idea after a minute or two. These guys collect dirt while rolling.
The Ultimate Scraper Video
Contrast that with what I saw earlier this summer. I watched as a backhoe filled up one dump truck after another. It took several minutes to fill up each truck with multiple scoops. Then each truck took the dirt to its ultimate destination more than a half mile away rather than piling it up near the pond and returning for more dirt. It was a long, slow, dusty procedure with lots of dead time between loads.
Excavation of Woodridge Village S2 Detention Pond took months…one scoop at a time.Photo taken on May 24, 2019.
A Good Deal?
So, does the letter from Counsellor Gray represent a good deal for the residents of Elm Grove. I think not. If Perry Homes really cared about the safety and peace of mind of Elm Grove residents, they could move much faster. The letter commits them to nothing except delaying homes and streets until all detention is in. That’s something. But with most of the surface being hard-packed clay, the threat of rapid runoff remains until they finish all those detention ponds. And someone really needs to proofread that LJA report. It’s scary to think that this whole development could be based on erroneous calculations. I’m surprised Montgomery County approved it.
Posted by Bob Rehak on 10/19/2019 with help from Josh and Jon Alberson, Abel and Nancy Vera, and Jeff Miller
781 Days since Hurricane Harvey and 30 since Imelda
The thoughts 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.
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