“Hold Your Fire! It’s Flood Control!”

Harris County Flood Control District (HCFCD) needs your help. Hold your fire. Someone is shooting up their equipment on Taylor Gully. The District is performing a clean-out of the ditch to restore its conveyance so people won’t flood again, as they did on May 7th.

Harris County Flood Control is now trying to restore the conveyance of Taylor Gully, but vandals are shooting up their equipment.

Slowing Down the Job, Raising Expenses

Sandra Musgrove, Director of HCFCD’s Infrastructure Division, reports that at night, Flood Control places metal sheets over the windows of their equipment to prevent vandalism. But now, instead of throwing rocks, vandals have taken their game to the next level. They’re SHOOTING out the windows.

Harris County Flood Control asked me to communicate that this adds to the cost of jobs and slows them down. That increases people’s flood risk. Plus it’s just not neighborly. So please help.

Lock Up Your Guns, Report Suspicious Activity

Keep your eyes and ears open for suspicious activity. Chances are, anyone you see packing on Taylor Gully late at night is hunting for heavy equipment. However, I have noticed some Texas-sized bullfrogs now and then in Taylor Gully.

Seriously. It’s a crime to discharge a firearm within the City. And if caught, something like this could ruin a young person’s life.

So lock up your guns. Hold your fire. And please report suspicious activity to 911.

Posted by Bob Rehak on 8/15/2019

716 Days since Hurricane Harvey

Harris County Commissioners Approve $700,000 Kingwood Area Drainage Study

Great news! Tuesday, Harris County Commissioners Court approved a $700,000 contract with Neel-Schaffer, Inc. for a Kingwood Area drainage study. The engineering firm will identify flooding sources in the Kingwood area and develop potential solutions.

Data shows that portions of Kingwood have potential for significant offsite flows from Montgomery County as well as ponding locations due to inadequate overland flow conveyance. Said another way, new upstream development is taxing Kingwood’s drainage infrastructure. This project will help ensure that a 100-year flood plain remains a 100-year flood plain, and doesn’t turn into a 10-, 20- or 50-year flood plain.

Area of investigation outlined in red.

Drainage Study Details Outlined in Contract

The contract for the work indicates its scope and details. Discussion of those begins in Appendix A on page 14. The goal of the study is to identify mitigation strategies that will return 12.4 miles of existing drainage ditches and streams within Kingwood to their originally designed 100-year service levels.

Agreement with TIRZ 10

TIRZ 10 is a Tax Increment Reinvestment Zone established in Kingwood at the time of annexation. The TIRZ provided a replacement financing mechanism for water, sewer, drainage costs for the development of residential subdivisions once the MUDs were dissolved.

Harris County Flood Control District (HCFCD) entered into an interlocal agreement with TIRZ 10 (Kingwood) to perform a drainage study of five main Kingwood streams to their confluence with the West and East Forks of the San Jacinto River. The five include:

  • G103-33-00 Bens Branch – From Rocky Woods Drive to WFSR (Length= 3.1 miles)
  • G103-33-01 – From North park Drive to the confluence with Bens Branch (Length= 1.3 miles)
  • G103-38-00 (Kingwood Diversion Ditch)- From Harris County Boundary to WFSR (Length = 4.0 miles)
  • G103-80-01 (Green Tree Ditch) – From Woodland View Dr to the EFSR (Length= 1.5 miles)
  • G103-80-03.1B (Taylor Gully)- From Harris County Boundary to Whiteoak Creek (Length= 2.5 miles)

Flood Control Will Fund Remainder of Streams/Ditches

In addition to the interlocal agreement, Harris County Flood Control District will also study all remaining streams and ditches within the Kingwood Area. Those include another 19.9 miles:

  • G103-33-00 Bens Branch – From Harris County Boundary to Rocky Woods Drive (Length = 2.2 miles)
  • G103-33-02 – From North park Drive to the confluence with Bens Branch (Length= 0.2 miles)
  • G103-33-03 – From Hidden Pines Dr. to the confluence with Bens Branch (Length= 0.1 miles)
  • G103-33-04 – From W Lake Houston Pkway to the confluence with Bens Branch (Length= 1.2 miles)
  • G103-36-00 (Bear Branch)- From Woodland Hills Dr. to WFSR (Length= 2.7 miles)
  • G103-36-01 – From Woods Estates Dr. to the confluence with Bear Branch (Length= 0.8 miles)
  • G103-36-02 – From Woodland Hills Dr. to the confluence with Bear Branch (Length = 0.9 miles)
  • G103-36-02.1- From Kingwood Dr. to the confluence with Bear Branch (Length= 0.4 miles)\
  • G103-36-03- From Royal Circle Dr. to the confluence with Bear Branch (Length= 0.4 miles)
  • G103-38-01- From Laurel Springs Ln. to the confluence with Kingwood Diversion Ditch (Length= 1.3 miles)
  • G103-38-01.1- From Red Oak Terrace Ct. to the confluence with Kingwood Diversion Ditch (Length = 0.4 miles)
  • G103-38-02- From Harris County Line to the confluence with Kingwood Diversion Ditch (Length= 0.7 miles)
  • G103-39-00- From Palmetto Ln. to the WFSR (Length= 1.3 miles)
  • G103-41-00 (Sand Branch) – From Sycamore Creek Dr. to the WFSR (Length= 2.0 miles)
  • G103-41-01- From Elk Creek Dr. to the confluence with Sand Branch (Length= 0.8 miles)
  • G103-45-00- From Trail Tree Ln. to the WFSR (Length= 0.4 miles)
  • G103-46-00- From Forest Cove Dr. to the WFSR (Length = 1.0 miles)
  • G103-46-01- From Sweet Gum Ln. to the confluence with G103-46-00 (Length= 0.7 miles)
  • G103-80-01.1- From Autumn Sage Ln. to the confluence with Green Tree Ditch (Length= 0.3 miles)
  • G103-80-03.1A (Mills Branch) – From Same Way to Whiteoak Creek (Length = 1.5 miles)
  • G103-80-04 (Blackland Gully) – From Maple Knob Ct. to the EFSR (Length = 0.6 miles)

For a map showing the location of these numbered ditches/streams, click here.

Stakeholder Meetings Part of Plan

The scope of work includes several stakeholder meetings with TIRZ 10, homeowner associations, and the community at large. Their purpose: to increase public awareness and understanding of the magnitude of the watershed problems, their complexities and the cost of solutions.

Drainage Study Data Acquisition Phase

The contractor will start by collecting all available information and data including:

  • Construction plans
  • Previous drainage studies
  • HCFCD historical flooding data
  • High Water Marks
  • Watershed Masterplan data
  • FEMA Repetitive Loss properties
  • Flooding reports
  • LiDAR DEM data
  • Aerial maps
  • HCFCD watershed maps
  • Hydrologic and hydraulic models
  • City of Houston GIMS data
  • Any other pertinent technical data in the development of this scope of services.

Field Reconnaissance Phase

Neel-Schaffer engineers will then conduct field reconnaissance of the existing drainage systems, outfalls, and drainage patterns within the project area. That will include field measurements of 27 bridge crossings, 32 culvert crossings, 16 pedestrian bridge crossings and 6 drop structures to be incorporated in the development of hydraulic models.

During this stage, Neel-Schaffer will also measure high water marks; update floodplains; and analyze stream performance and capacity to illustrate flooding issues to the County, TIRZ and community.

Identification of Structural and Non-Structural Mitigation Alternatives

The Engineer will determine structural and non-structural improvement alternatives to bring all streams back up to the 100-year level-of-service.

Neel-Schaffer will perform this analysis using full conveyance at peak flows. Engineers will identify the major constraints that affect the available solutions for each stream.

They will then consider both structural and non-structural alternatives for mitigation.

Structural Alternatives

Structural alternatives include:

  • Improved drainage channels including widening, deepening, and/or lining for increased conveyance capacity.
  • Watershed diversions using enclosed conduits (following existing roadway alignments or other public ROW).
  • New regional or sub-regional detention basins and modification of existing detention basins including inlet and/or outlet structures.
  • Enhanced conveyance using selectective clearing and re-shaping of natural channels.
  • Enhanced flood storage in natural and park areas using small-scale berms and grading.

Non-Structural Alternatives

Non-Structural Alternatives include:

  • Property buy-outs.
  • Coordinated ROW dedications for future improved channels and regional detention basins.
  • Regional detention fees for new development.

Drainage Study Will Consider Detention Ponds

This contract includes identifying detention needs, identifying potential locations, and developing schematic layouts of the detention ponds. It also includes:

  • Proposed Right of Way acquisition
  • Preliminary Cost Estimates
  • A project priority and implementation plan

It is not clear at this point how long this project will take.

This post is dedicated to Barbara Hillburn, the president of the Kingwood Lakes HOA, who fought long and hard to get a project like this started. Thank you, Barbara!

Posted by Bob Rehak on 8/14/2019 with thanks to Barbara Hillburn and Precinct 4 Commissioner Jack Cagle

715 Days since Hurricane Harvey

Army Corps Now 70% Complete with Its Portion of Mouth Bar Dredging

The Army Corps has released a new summary of its progress on dredging the mouth bar. The report indicates that Great Lakes, the contractor is now 70% complete. They have dredged 350,000 out of 500,000 cubic yards.

Great Lakes started dredging the mouth bar on June 25th, 2019, as part of a $17,085,861 extension of the original contract (FEMA mission assignment SWD-30).

Current area of operation is the blue area on the far right. Sediment removed from that area is being pumped 10 miles back upstream to Placement Area #2, a sand mine near Kingwood College, on the far left.

Between the start of mouth bar dredging and August 12, Great Lakes dredged an average of 6,363 cubic yards per day. If they can keep that pace up, they should be done by approximately Labor Day – three months ahead of schedule. That’s HALF the predicted time.

Remainder of Project Still Not Decided

What comes next? That still has not been finalized. City, County and State officials have been meeting in the background to determine that. The Army Corps still has not accepted or rejected Berry Madden’s property as a third placement area. And the $30 million appropriated by the State for mouth bar dredging won’t even become available until September 1st.

Meanwhile, Callan Marine, the subcontractor from the original West Fork Emergency Dredging job has pulled its equipment back to the dock opposite Forest Cove. However, Callan has not yet started disassembling its equipment and removing it from the river. According to Houston City Councilman Dave Martin, Callan has agreed to stay temporarily while officials attempt to work out details for the next phase of dredging.

RD Kissling and Tim Garfield, two local geologists who first brought the mouth bar issue to the public’s attention, estimate that 500,000 cubic yards is about one-fourth of the total sediment that must be removed to fully restore conveyance of the West Fork.

How Shallow is It?

The Corps has not yet released (or even developed) plans for mouth bar dredging. We do know the volume they intend to remove, and the general area they intend to remove it from. However, they have refused to divulge how much of a dent their efforts will make in solving the problem.

This photo of a Kings River resident wading across the river shows how shallow it is near the orange channel marker. This resident says boats “beach” behind his property almost every day. Note: Deeper pockets may exist, especially near dredging equipment. The risk of drowning is real. Do not let children attempt this. Photo taken Sunday, August 10, 2019.
The resident made it almost to the channel marker without getting his shorts wet. Shot taken with 6X telephoto lens.
The lake/river within this area averages two to three feet deep. 500,000 cubic yards would lower the average level by another three feet as this calculation shows.

Problem With Stopping after 500,000 CY

The problem with stopping after the Corps finishes its 500,000 cubic yards is that the river behind this area is much deeper. Where the Corps stopped dredging just past Kings Harbor, the river is now 25-30 feet deep. And places are even deeper according to fishermen. That means water coming downriver will be forced to flow uphill in this area. That will force it to slow down and more sediment will rapidly drop out of suspension. Some experts have suggested dredging a deep channel through this area to help restore full conveyance of the river. However, the Army Corps intends to stop after 500,000 cubic yards.

How Army Corps Sees its Role

The Army Corps has prepared a series of FAQs that represent its position on the remainder of mouth bar dredging. Among them:

Q: What is USACE Galveston District’s plan for the rest of the mouth bar?

A. There is no additional work planned for the mouth bar. The current plan for the modification addressing material near the mouth bar can be found on the placemat. USACE Galveston District has no authority to conduct any additional work in the West Fork of the San Jacinto River or Lake Houston. The San Jacinto River is not an authorized federal waterway, the Corps of Engineers dredging operations are currently limited to dredging Harvey-related material. The ongoing work under the contract modification will remove the remainder of material attributable directly to Hurricane Harvey. The sedimentation from recurring annual flows are not within USACE Galveston District’s mission assignment from FEMA. Water flows on the West Fork of San Jacinto River were restored to pre-Harvey levels in December 2018.”

Q: Who can the public contact for additional concerns with the maintenance of the San Jacinto River?

A. For concerns with the maintenance of the San Jacinto River, please contact Harris County Flood Control District, the San Jacinto River Authority and the City of Houston.”

Punt!

Meanwhile the City is still arguing with the Corps about how they arrived at 500,000 cubic yards. More on that later. I have obtained the Corps’ estimate through a FOIA request to the City of Houston. It raises many questions that I am still trying to sort through. More on that later.

Posted by Bob Rehak on August 14, 2019

715 Days since Hurricane Harvey