Sand-Mine Structural Control BMPs Could Make Difference in Next Flood

In an effort to reduce sediment escaping into the San Jacinto River from sand mines, the Texas Commission on Environmental Quality (TCEQ) has issued Draft Guidelines on Best Management Practices (BMPs). Yesterday, I discussed vegetative controls for erosion. Today, I will discuss structural control. The two types often work together or in sequence.

At the very end of this post, I make some recommendations to strengthen BMPs, and describe how to submit public comments.

Structural Controls

Structural controls do several things:

  • Divert runoff away from disturbed areas
  • Reduce runoff velocities
  • Filter sediment
  • Remove sediment by ponding.

They include the following.

Temporary Structures (Section 2.2.1)

Installed before and during construction. After removing temporary stormwater controls the areas disturbed by the temporary structures must be revegetated.

Permanent Structures (Section 2.2.2)

Permanent structures remaining after construction. Once construction of areas outside of the sand-mining pit has ceased, permanent structural control BMPs must be implemented and operational.

Diversion Ridges, Berms or Channels of Stabilized Soil (Section 2.2.3)

These divert runoff into “sediment basins.” If they remain in place more than 30 days, they must be covered with temporary or permanent vegetation. Maximum allowable drainage area is five acres.

Silt Fences (Section 2.2.4)

Silt fences capture sediment from sheet flow. Six to eight inches of the fence material must be buried in a trench about four inches deep and four inches wide. Silt fences that are not buried have no useful function. They must never be installed across streams. Fencing must be removed when sediment deposits reach one-half the fence height.

Straw Bales (Section 2.2.4 Continued)

Can also be used as sediment barriers in small areas. Maximum grade: 3:1. Water depth must not exceed one foot at any point. Bales with bindings must be entrenched a minimum of four inches and anchored with stakes. Straw bales that are not buried are improperly installed.

Sediment Basins (Section 2.2.5)

Allow retention of sediment “prior to discharge” or recycling. Side slopes must be 2:1 or less. Sediment must be removed when the volume has been reduced to 27 cubic yards per acre of drainage area. Dikes must be well compacted and vegetated. Installed prior to construction but not in flowing streams. Use diversions to direct drainage to basins.

Better structural controls might have prevented a sand mine upstream from discharging 56,000 million gallons of white sludge into the West Fork in 2019.
Riprap Outlet Protection (Section 2.2.6)

Riprap outlet protection must be placed at the outlet end of culverts or channels to reduce the depth, velocity, and energy of water so that the flow will not erode the receiving stream.

Check Dams (Section 2.2.7)

Small dams across swales or drainage ditches that reduce flow velocity and erosion. Not used in flowing streams. Maximum height: two feet. Center must be at least six inches lower than the outer edges to prevent erosion around the edges. The maximum spacing between dams must be such that the toe of the upstream dam is at the same elevation as the top of the downstream dam.

Accumulated sediment must be removed from behind the check dams when it reaches one half the dam height. Erosion around dam edges must be corrected immediately, ensuring that the dam center is six inches lower than the edges.

 Construction Entrance/Exits (Section 2.2.8)

Aggregate must stabilize entrances and exits to reduce sediment tracked onto public roads. Aggregate must be at least six inches thick and 50 feet long. Tire washing may also be needed.

Housekeeping Practices (Section 2.2.9)

Petroleum products, paints, solvents, litter, debris, sanitary waste, and sediment from unstabilized areas, TCEQ BMPs specify:

  • Designated areas for equipment maintenance and repair;
  • Waste receptacles at convenient locations;
  • Regular collection of waste;
  • Protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic or hazardous materials; and
  • Adequately maintained sanitary facilities.
Post-Construction/Stormwater-Management Measures (Section 2.2.10)

Control measures must be installed to control pollutants in stormwater after construction is complete. These controls include, but are not limited to:

  • Retention ponds. Minimum volume is the first inch or half inch of stormwater runoff containing the first flush of pollutants.
  • Vegetated Swales and Natural Depressions. There are grass-lined areas that filter sediments from runoff, thus helping to prevent erosion. Vegetated swales must have side slopes of 4:1 or less.

General

As with vegetative controls, operators must inspect structural controls once every seven (7) calendar days. That includes controls in areas used for storage of materials; maintenance areas; plus site entrances and exits.

Operators must replace or modify ineffective or damaged structural controls “in a timely manner, but no later than the next anticipated storm event.”

Recommendations for Public Comment Structural Controls

As we saw in yesterday’s post on vegetative controls, I have often seen gaps between real and ideal. However, for this post, I realized in looking back through thousands of aerial photos today, that I have never photographed one:

  • Stabilized channel
  • Silt fence
  • Straw bale
  • Check dam
  • Outlet stabilized by riprap or
  • Vegetated swale

…on a sand mine site. Period. Let alone one that met these requirements.

I’m not saying they don’t exist. I’m just saying that I’ve never seen them on the days I flew over.

Maybe operators feel they don’t need them. Or maybe they’re just not using them for other reasons.

So once again, I recommend that you write the TCEQ and ask them to put teeth into their BMP requirements.

In addition, I recommend you request:

  • Stronger wording on the general requirement to fix damaged or ineffective structural controls in a “timely manner.” That’s just too subjective. It lets operators defer maintenance way past the point it may be needed.
  • Clarification on “prior to discharging” in section 2.2.5. Are operators capturing sediment only to discharge it into the river at a later time? What do they mean by discharge? Where?
  • Detention ponds big enough to catch an inch of rain in an area where Atlas 14 requirements specify 16.9 inches of rain in 24 hours? (Section 2.2.10) That seems wholly inadequate. Harris County Flood Control District recommends minimum detention volumes for developments at .65 acre feet per acre for areas up to 640 acres. That’s about 8 inches of rainfall.

Please submit your thoughts on structural control and other BMPs to the TCEQ by emailing Macayla.Coleman@Tceq.Texas.gov with the subject line “BMPs Guidance Document” before August 19, 2021.

The house you save could be your own.

Posted by Bob Rehak on 8/13/2021

1445 Days since Hurricane Harvey

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.

How Vegetative Controls Can Help Sand Mines Reduce Erosion and Flooding

During Harvey, millions of cubic yards of sediment moved downstream. Some came from river bank erosion. But some also came from exposed sediment in sand mines that flank both sides of the West Fork like the one below.

West Fork Sand Mine photographed May 5, 2021. Such mines occupy 20 square miles in a 20 mile stretch between I-45 and I-69.

It’s exceedingly difficult to determine the percentages that came from various sources. Regardless, sediment built up at key places, blocking both the West Fork and its tributaries. Those blockages backed water up into thousands of homes and businesses.

The mouth bar of the West Fork (photographed after Harvey) is now gone thanks to three years and more than $100 million of dredging. Ten feet of sediment was deposited in this area during Harvey, severely restricting the conveyance of the river and contributing to the flooding of thousands of homes and businesses.

Ever since then, the Lake Houston Area Flood Prevention Initiative has lobbied the Texas Commission on Environmental Quality and the Texas Aggregate and Concrete Association to adopt a comprehensive and improved set of best management practices (BMPs).

In yesterday’s post, I discussed setbacks from rivers, a major improvement in the new BMPs now being considered. Today, I will discuss vegetative controls in the Draft of Proposed BMPs, now in the public comment period. If observed, they could reduce sedimentation and flooding. If not, we could have more problems right here in River City. So please get involved.

Section 2.1 Vegetative Controls

Vegetative controls play a major role in minimizing soil exposure, erosion and runoff.

A large part of the new BMPs, Section 2.1, deals with vegetative controls. I summarize and liberally quote from that section below so that boaters, neighbors and community officials will know what the TCEQ expects mines to do. Also, the wording in one section should be strengthened to eliminate ambiguity. I will call it out below for readers so you can request the TCEQ to improve the language.

How Vegetation Helps Reduce Erosion

According to the TCEQ, “Vegetation is an inexpensive and effective way to protect soil from erosion. It also decreases erosion from flowing water by reducing its velocity. Roots hold soil and increase infiltration. In areas that are outside the active sand mining operation and not expected to handle vehicle traffic, vegetative stabilization of disturbed soil is required using the BMPs described below.”

Only Plants Appropriate for Region

“Vegetative controls must consist of plants appropriate for the ecoregion where the site is located and must not include any noxious or invasive species.” They then provide links to several acceptable lists.

Weekly Inspection Required

“Site operators must inspect and document disturbed areas of the site where vegetative controls have been implemented once every seven (7) calendar days. Operators must inspect all vegetative controls to ensure that they are installed properly, appear to be operational, and minimizing pollutants in discharges, as intended.”

A sentence farther down can be improved. “Operators must replace or modify controls [that have failed] in a timely manner, but no later than the next anticipated storm event.”


Opportunity for Improvement:

TCEQ never defines the “next anticipated storm event.” For the last month, widely scattered thunderstorms have caused street flooding in parts of Houston will leaving others untouched. No one can predict with certainty whether one of those storms will park over a sand mine. This gives the sand miners an opportunity to delay repairs almost indefinitely.

See suggested change at end of post.


2.1.1  Vegetative Buffer Zones

“Vegetative buffer zones are continuous undisturbed or planted vegetated areas that surround a development, land disturbance activity or that border an intermittent stream or permanent water body. Buffer zones aid in sediment filtration and removal by blowing surface water flow through these areas. Construction site runoff must be dispersed over the entire buffer zone if possible. A minimum 100-foot buffer zone is required adjacent to perennial streams greater than 20 feet in width, 50 feet for perennial streams less than 20 feet in width, and 35 feet for intermittent streams.”

Lack of a vegetated buffer zone allows sand from this stockpile to erode into White Oak Creek. Notice large swirls of sand cascading down the slopes into the creek.

2.1.2  Sod Stabilization

Sod stabilization involves establishing long-term stands of grass with sod on exposed surfaces. When installed and maintained properly, sodding can be more than 99 percent effective in reducing erosion.

During May 2021 floods, the East Fork San Jacinto swept through the abandoned Texas Concrete Sand & Gravel Plum Grove Mine. The area circled in red was exposed to floodwaters. See below.
Close up of area above taken two months earlier, but still after site was abandoned. No sod.

Protection of Trees

“Protection of trees involves preserving and protecting selected trees that exist on the site prior to development. Mature trees provide extensive canopy and root systems that hold soil in place. Shade trees also keep soils from drying rapidly and becomingsusceptible to erosion, as well as increasing property value. Consideration must be given to the tree root structure.”

“If trees die or are no longer viable for soil stabilization for any reason, then they must be replaced within 30 days with any equivalent or better soil-stabilizing tree.” 

2.1.3  Temporary Seeding

“Temporary seeding is the planting of fast-growing annual grasses to hold the soil in areas that will not be disturbed again for 30 or more days. For long-term protection (greater than one year), permanent seeding must be initiated. Mulching helps ensure seed growth and maintains soil moisture and helps prevent erosion. It is essential when slopes are steep, the weather is hot or dry, and soil conditions are not favorable.”

Ooops. Note steep, unvegetated banks on this West Fork dike in foreground which breached multiple times.

“Tillage, with lime and fertilizer, to maintain adequate soil pH and nutrient content, may be important before seeding.”

2.1.4  Permanent Seeding

“Permanent seeding is the use of perennial grass (with trees and shrubs) to stabilize the soil. Vegetation is often not fully established until one year from planting. Inspect, repair and re-seed as needed, evaluating choice of seed and quantities of lime and fertilizer. Use temporary seeding if the time of year is not appropriate for permanent seeding.”

2.1.6  Mulching

“Mulching is the placement of hay, grass, wood chips, straw, or synthetic material on the soil. Mulch holds moisture, lessens temperature extremes, and retards erosion on steep slopes during seed establishment. Soils that cannot be seeded due to the season must be mulched to provide temporary protection. Operators must apply the mulch in an appropriate manner that prevents the mulch from leaving the site during heavy rain events.”

2.1.7  Erosion and Sediment Control Blankets

“Erosion and Sediment Control Blankets are machine-produced mats of straw or other fibers held together with netting that provide temporary or permanent stabilization in critical areas, such as slopes or channels, so that vegetation may be established. These blankets often contain seeds to help establish vegetation.”

The Artavia Development in Montgomery County appears to be routing its main drainage ditch through this old sand mine. This area perpetually eroded. This swale covered by what appears to be an erosion blanket may help reduce that in the future. Note erosion already existing to left of blanket.

2.1.8  Surface Roughening

“Surface roughening, using heavy equipment, creates horizontal grooves across the slope which reduces runoff velocity/erosion and aid the growth of seed. Roughened slopes must be immediately seeded and mulched.”

To make this work, the slopes would need to be gentle enough to catch rainwater on its way to the pond or river. Unfortunately, you don’t often see gentle slopes in San Jacinto mines, if at all.

Summary and Call to Action

Virtually all of these BMPs call for regular inspections and maintenance. The most troubling part of them is the sentence highlighted above about the next “anticipated storm.” A sand miner could build a case for ignoring virtually all of these by claiming he didn’t anticipate storms anytime soon. But by the time a storm like Harvey or Imelda approaches, or even one of the May storms that dumped 7 inches of rain on Kingwood in three hours, it would be too late to replant vegetation. It needs time to regrow.

I suggest replacing “next anticipated storm” with “must repair or replace controls immediately when damage is noted during weekly inspections.”

Please submit your thoughts on this and other BMPs to the TCEQ by emailing Macayla.Coleman@Tceq.Texas.gov with the subject line “BMPs Guidance Document” before August 19, 2021.

Posted by Bob Rehak on 8/12/2021

1444 Days since Hurricane Harvey

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.

We Must Strengthen Sand-Mining BMPs: Minimum Setbacks Just Part of Solution

At long last, the State of Texas could soon adopt minimum setbacks from rivers for sand mining.

The Lake Houston Area Flood Prevention Initiative has been working with the Texas Aggregate and Concrete Association (TACA) and the Texas Commission on Environmental Quality (TCEQ) for two years to create a set of Best Management Practices (BMPs). The BMPs would apply only to sand-mining operations in the San Jacinto River Watershed.

The TCEQ has published a draft of proposed regulations and is now seeking public comment. Comments are due by August 19.

The proposed regulations are a great step forward in one sense. They plug some gaping holes that Texas has compared to other states. However, I believe they can and should be stronger.

Texas Currently Has No Minimum Setbacks

For instance, take minimum setbacks from rivers. Right now, Texas has no minimum setback. Some mines can and do mine right up to the edge of rivers, leaving only the width of a flimsy dike made out of sand between them and a raging river when floodwaters rise.

  • Most states define 100 feet as the minimum setback.
  • Alaska sets the minimum from a public water supply at 1,000 feet.
  • But other states, such as Arizona, take another approach altogether. Instead of specifying fixed widths, they define “erosion hazard zones.”

Erosion Hazard Zones Substituted for Defined Distances in Some States

Erosion hazard zones would take into account factors such as whether mining occurred on the eroding side of a river or on the side where sand is building up. An erosion hazard zone might also take into account the steepness of the surrounding slopes. Such zones are based on site assessments by engineers and may even take into account rates of river migration.

An erosion hazard zone might also take into account being downstream from the Lake Conroe Dam which released 80,000 CFS on top of Harvey’s already prodigious floodwaters. By itself, 80,000 CFS would have been the ninth largest flood in West Fork history.

The draft regulations currently under consideration specify a minimum 100-foot buffer zone adjacent to perennial streams wider than 20 feet, 50 feet for perennial streams less than 20 feet wide, and 35 feet for intermittent streams.

To learn more about how other states and countries handle setbacks, see the links on the Sand Mining page.

Minimum Setbacks By Themselves Are Only Part of Solution

Since Harvey, I have flown up and down the East and West Forks of the San Jacinto dozens of times and taken more than 27,000 photographs.

I have witnessed many dike breaches. Sometimes they are intentional.

Sometimes a large storm causes rivers to erode into pits – a phenomenon called pit capture.

Here, one mine leaks into a second mine (abandoned in lower right), which in turn leaks into West Fork 1200 feet away.
Breach in 400-foot wide buffer zone that happened sometime after Harvey. Exact date unknown.
This mine along Caney Creek had a 150-foot-wide vegetated buffer, that held just fine through Harvey, but miraculously couldn’t survive the unnamed flood of May 2019.
Stream level photo of breach above. Note the trackhoe marks on the side of the breach.

The point is this. Even with 100 foot setbacks, many breaches still occur. If a mine wants to get rid of wastewater, it will find a way.

It can always just pump water over the side of a dike.

One of many pumping operations I have documented.

Some put pipes through dikes to ensure wastewater never exceeds a certain level.

One of many pipes I have documented.

Or they can build dikes out of materials designed to fail under pressure.

Former dike at Triple PG mine being sued by Texas Attorney General

The hundred foot setbacks would, however, make many of these practices more difficult by making them more conspicuous.

And the requirement to have the buffer zone vegetated (another BMP), would eliminate situations like the narrow strip below.

Easily erodible, unvegetated buffer strip with steep sides at mine on West Fork (foreground).

My Take

All things considered, when the penalty for non-compliance averages $800 per incident, some will continue to ignore BMPs. Not all. But some.

As of August 2018, TCEQ had raised a half-million dollars in fines for more than 13,000 incidents statewide during the previous five years. If you look just at the last half of 2017 (after Harvey), the TCEQ levied about $140,000 in fines STATEWIDE – far less than it cost to repair ONE average home in Kingwood as a result of Harvey.

That’s why I say that by itself, the width of a buffer strip will help, but not solve the problem.

How do you feel? $220 million of your tax dollars are going toward dredging. Please share your feelings with the TCEQ.

How to Make a Public Comment

Submit written comments on BMPs to Macayla.Coleman@Tceq.Texas.gov with the subject line “BMPs Guidance Document” before August 19, 2021.

Posted by Bob Rehak on 8/11/2021

1443 Days since Hurricane Harvey

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.