Tag Archive for: TCEQ

Concern over High-Rise Development Triggers Biggest Turnout for Impromptu Meeting since Annexation

The City of Houston ran out of chairs. At least 500 people tried to cram into a meeting room set to accommodate about 100. Before the meeting could start, partitions had to be opened and hundreds of chairs were added to the room.

An overflowing crowd attended the January 14 meeting at the Kingwood Community Center to learn more about the proposed new high-rise development.

Yes, we’ve had bigger meetings organized by officials that were planned for months, but none like this one. It largely happened over the weekend in response to concerns raised in FaceBook.

Meeting in Response to Imminent Deadline

Concerned citizens organized the meeting hastily in response to a rapidly narrowing window for public comments pertaining to a proposed high-rise development. By developers’ own estimates, the proposal would add more than 8,800 vehicles to already crowded Kingwood traffic. The proposal would also add 25-50 story high-rises within a hundred yards of eagle nests and rambling ranch homes. Thousands of yards of fill would be brought in to elevate the new buildings by 12 feet. Residents worry that the fill will alter drainage patterns and increase flood risk to their homes hand neighbors’.

At the Meeting

  • Barbara Hilburn discussed the impact on internal drainage.
  • Bob Rehak discussed how the Army Corps and TCEQ will evaluate permits and how to phrase comments for maximum impact.
  • Bill Fowler discussed the history of the Corps permitting process
  • Dave Martin discussed the history of the development
  • Dozens of residents expressed their concern

Kaaren Cambio represented Congressman Dan Crenshaw. Kim Brode (Ted Poe’s long-time assistant) is now representing Harris County District 4 Commissioner Jack Cagle. Kim also attended and sent these pictures of the crowd. Sadly, I didn’t realize Kim was in the crowd! She sent me this picture after the event and graciously allowed me to share them.

Download Key Information

I’ve summarized information about the development, how the Corps and TCEQ will evaluate applications, how to compose a response that’s on point, and where to submit your concerns. It’s all in an easy-to-download text-based PDFthat should give you 90% of what you need. You can find additional information and sample letters on this site’s new High-Rises page.

Remember, the deadline for comments is January 29.

Thank you for your overwhelming support. It was nice to learn that people are listening! In the coming days, I’ll be posting additional information about the project. Check back often.

Posted by Bob Rehak on January 14

504 Days since Hurricane Harvey

Sierra Club Response to High-Rise Development Proposal in Flood Plain

Below is the Sierra Club response to the Army Corps’ public notice about Romerica’s proposed high-rise development in Kingwood, near River Grove Park.

The proposed high-rise development would go just beyond the tree line in the background. After Harvey, this whole area flooded six times in one year and three times in the last month. In the 80 years before Harvey, it flooded on average once every other year.

A number of people have asked me post responses that people have already sent into the Corps. Feel free to cut and paste sections that capture concerns you have.

January 1, 2019

Evaluation Branch, North Unit
Regulatory Division, CESWG-RD-E
Galveston District
U.S. Army Corps of Engineers
P.O. Box 1229
Galveston, Texas 77553-1229

Texas Commission on Environmental Quality
401 Coordinator
MSC-150
P.O. Box 13087
Austin, Texas 78711-3087

Dear Corps and TCEQ,

Enclosed are the comments of the Houston Regional Group of the Sierra Club (Sierra Club) regarding the U.S. Army Corps of Engineers (Corps) Galveston District, Section 10/404 proposed Permit Application No. SWG-2016-00384, Romerica Investments, LLC, located in waters of the United States (U.S.) and wetlands adjacent to the West Fork of the San Jacinto River, Kingwood, Harris County, Texas.  

Point #1 – This proposal will…

  • Fill 42.35 acres of wetlands with 68,323 cubic yards of fill material on 331.45 acres. 
  • Fill 771 linear feet of streams with 285 cubic yards of fill material.
  • Construct a marina/resort district of 107.41 acres and use 19,690.7 cubic yards of fill material to fill 12.21 acres of wetlands; expand an existing 15-acre lake associated with the West Fork of the San Jacinto River to an 80-acre marina with a capacity of 640 boats; construct a new navigation channel south of the proposed marina; expand the existing channel on the east to connect the marina and the West Fork of the San Jacinto River; develop 25 acres north of the marina into a resort district with commercial and residential development; construct five towers with a height of 90 feet for the western hotel area, 260 feet for the residential condominium towers, and 500 feet for the eastern hotel and condominiums; excavate fill material to raise the elevation of the entire resort district from 45 to 57 feet (13 feet total) above base flood elevation of the 100-year floodplain of the West Fork of the San Jacinto River.   
  • Construct a commercial district of 64.41 acres and use 959.6 cubic yards of fill material to fill 0.59 acre of wetlands and 110 linear feet of streams; construct on 47 acres retail, residential, and office developments; construct three towers that range from 230 to 400 feet tall for retail offices and residential condominium towers; construct a 70-foot tall mid-rise residential and retail development; construct parking garages with two below grade levels and concealed above grade levels; expand an existing 16.25-acre lake to a 19.25-acre lake (3 acre expansion) to create a marina for personal watercraft parking; create a 125-foot wide interconnecting channel between the 80-acre marina and 19.25-acre marina to provide access between the two marinas, marina/resort district, and the commercial district; excavate fill material to raise the elevation of the entire resort district from 45 to 57 feet (13 feet total) above base flood elevation of the 100-year floodplain of the West Fork of the San Jacinto River.   
  • Construct a residential district of 136.93 acres and use 46,213.9 cubic yards of fill material to fill 28.60 acres of wetlands and 404 linear feet of streams; construct on 64 acres 65-foot tall condominium structures which are on 58.5-feet tall pier/beam foundations with elevated first floor parking and with four stories that will be above the 100-year floodplain of the West Fork of the San Jacinto River; construct on 6-acres, 25-story condominiums with parking garages; place fill in the southern portion of the residential district to raise the structures and elevations to 57 feet above the 100-year floodplain of the West Fork of the San Jacinto River; construct four lakes for a total of 6.75 acres in the western portion of the residential district; construct 1.95 miles of  41-foot wide roadways within a 60-foot wide right of way in the residential district; construct 4-foot and 8-foot wide trails within a 20-foot wide easement around the perimeter of the residential district and use bridges to cross all streams and channels; relocate the existing utility easements that are in the proposed 20-foot pedestrian trail easement.  
  • Construct a Woodland Hills Road expansion of 22.7 acres and use 1,743 .8 cubic yards of fill material to fill 0.96 acre of wetlands and 257 linear feet of streams; construct Woodland Hills Drive so it is expanded from two to four lanes, has turn lanes, and has a raised median for 1.45 miles, from 0.08 mile south of KIngwood Drive to Hamblen Road.
  • An unknown number of culverts and water quality ponds will be installed.
  • Conduct offsite permittee responsible wetland mitigation or purchase credits from an approved wetland mitigation bank.

Point #2:

Page 2, Project Description, Public Notice,now that Hurricane Harvey has revealed the full impacts of flooding in our area, before approving proposals like this one, which are in the 100-year floodplain/floodway, the Corps should require an analysis, using Harvey and other data, about the flood potential and safety of construction in the floodplain/floodway of the West Fork of the San Jacinto River and its tributaries, including Bens Branch-Frontal Lake Houston Watershed, which flooded during Hurricane Harvey.

Although the full extent of the 100-year floodplain/floodway of the West Fork of the San Jacinto River in the 331.45 acres proposed for residential, commercial, resort, and marina developments is not stated in the Public Notice and Plans, most of the 300 plus acres appear to be within the 100-year floodplain/floodway.  According to the Project Description,all of the Marina/Resort District of 107.41 acres, all of the Commercial District of 64.41 acres, the southern portion (we are not told how large this portion is) of the Residential District of 136.93 acres, and the Woodland Hills Road Expansion of 22.7 acres appear to be in the 100-year floodplain/floodway of the West Fork of the San Jacinto River and will have to be filled a maximum of 13 feet to get above the 100-year floodplain/floodway.

Exhibits 2, Plan Overview and 9, Plan View D1, Plans,clearly show that a floodway goes right through the middle of the southern marina, commercial, hotel, and condominium resort district complex near the West Fork of the San Jacinto River and that there is a HCFCD Unit G103-00-00 drainageway that flows just southwest of the boundary of the proposed developments.  In combination with dredged channels, these conduits for flood water will bring more flood water onto the site and help flood the site.

This development makes no sense because it exists right where Hurricane Harvey created some of the worst flooding in 100-year or greater floodplains/floodways; will fill and displace about 200 acres of 100-year floodplain/floodway which will raise water levels and increase the possibility of flooding for others, both up and downstream; will fill in wetlands that are crucial for soaking up water and reduced flows, velocities, and increased sedimentation of the West Fork of the San Jacinto River in its 100-year floodplain/floodway; is subject to further flooding in the future; and destroys more of the natural beauty, water quality, and wildlife habitat of the West Fork of the San Jacinto River.

The Corps must require that the applicant conduct extensive and detailed hydrology and hydraulic studies of the undeveloped site, the proposed developed site, and their interaction with the West Fork of the San Jacinto River and its tributaries during floods.  At least 35 stream segments and 5 lakes/ponds currently exist on the site which are all potential sources of flooding to the site.  This should include an analysis of how the three channels that will be dredged will affect flooding by acting as conduits for floodwater to the rest of the site.  There is no documentation provided from Harris County Flood Control District or City of Houston about how much detention and drainage mitigation are needed to keep these proposed developments from flooding themselves or others who live up or downstream.  This information is needed so the public can review and comment on its adequacy.

The entire 335.45 acres is perforated with stream segments or lakes/ponds.  According to the Waterbody Impact Table, Updated July 2018, there are at least 5 existing lakes that are on the property and there are at least 35 stream segments. These waterbodies will flood during the climate change induced intense rainfalls that have become common in the Kingwood area.  The site is like swiss cheese and is pock-marked with lakes/ponds, stream segments, and 73 separate wetlands that exist on the 335.45 acres.  The water-holding, slowing down, soaking in, and evaporation capacity of 49 of these wetlands will be directly impacted by either total or partial filling due to this proposal.  Remnants of these wetlands will be less able to deal with floodwaters and will be impacted by operation and maintenance actions and activities that create erosion and sedimentation and reduce their flood mitigation capacity over time.  These issues need to be addressed by the applicant, stated in the Public Notice, modeled by the applicant, and revealed to the public for review and comment.  

Point #3

Page 2, Project Description, Public Notice, the applicant does not provide any documentation about how it will provide for operation and maintenance dredging of the site so that Section 10 navigation will continue over the lifetime of the developments and after floods.  Periodic dredging will be required as flood waters fill the three channels and floodplains/floodways with sediment. Dredge disposal areas will be needed onsite to allow dredge material to be placed in areas where the 100-year floodplain/floodway is not affected.  The Corps should require that the applicant prepare a dredge disposal management plan.  The public should see this plan and review and comment on its adequacy.

A Section 10 navigation analysis should be conducted by the Corps and this analysis should be provided to the public for its review and comment. The applicant should be required to conduct modeling to determine how boat wakes and flooding will affect erosion and sedimentation of lakes, channels, streams, the West Fork of the San Jacinto River, and its 100-year floodplain/floodway.

Operation and maintenance erosion and sedimentation controls should be required in perpetuity.  The applicant states that it will expand the “existing 15-acre lake associated with the West Fork San Jacinto River”.  This indicates that this lake is natural and a part of the West Fork of the San Jacinto River.  This means that at least 15 acres of waters of the U.S. will be altered by this proposal. Mitigation for this alteration should be required along with wetlands and streams mitigation.   

Point #4

Pages 3 and 4, Avoidance and Minimization, Mitigation, and Notes, Public Notice,the Corps should require that the applicant now provide its permittee responsible mitigation plan for wetlands, streams, and waters of the U.S. and or purchase of wetland credits from wetland and stream mitigation bank(s), so the public can review and comment on its adequacy.  Any wetlands or streams left after proposed developments are constructed will be impacted by developments’ actions and activities and the applicant’s operation and maintenance of developments (secondary impacts) like mowing, trampling by people, use of herbicides, use of pesticides, cutting of vegetation, fertilizer use, use of motorized machines (off-road vehicles), wildlife mortality due to cats and dogs, pet fecal material, roadkill, light pollution, noise pollution, oil and fuel spill pollution, littering, trash dumping, mosquito control, bird collisions with buildings, non-native invasive plant species spread, illegal fills or excavations, nonpoint source water pollution from impervious surface run-off, etc.  There must be an analysis of developments’ actions and activities and operation and maintenance impacts and the applicant must prepare and present to the public for its review and comment developments’ actions and activities and operation and maintenance plan that will be implemented after construction.

The Sierra Club visited the site on December 31, 2018 and walked the west perimeter.  The Sierra Club found in many places Dwarf Palmetto, Loblolly Pine, Yaupon Holly, Trumpet Vine, Water Oak, Sweetgum, American Elm, Laurel Oak/Willow Oak, Swamp Chestnut Oak, Japanese Climbing Fern, Greenbriar vine species, Common Persimmon, American Sycamore, Cinnamon Fern, and Bald Cypress along streams and in flatwoods on the site. Much of the site is a Palmetto-Hardwood bottomland forest or a bottomland flatwoods forest.

In the more upland areas (which are needed as “buffer zones” to prevent water quality degradation over the short and long-term of conservation areas, streams, bald cypress sloughs, bottomland hardwood forested wetlands, bottomland flatwood forests, and riparian woodlands) the Sierra Club found Eastern Hophornbeam, Red Bay, Cherry Laurel, Farkleberry, American Beautyberry, Yaupon Holly, and Post Oak. 

It is a concern that the Corps has not verified the Interim Hydrogeomorphic assessment and Level 1 Stream assessment.  This is particularly important since a major river, the West Fork of the San Jacinto River and part of Lake Houston, will be impacted by these developments.  The public should be provided this information so that it can review and comment on its adequacy.  The Corps should either deny the permit application or return it to the applicant until the mitigation plan is prepared and made available for the public to review and comment.  At the very least, the wetlands mitigation for such a proposal should be 10:1 which would mean an over 400 hundred acre permittee responsible wetlands mitigation project or credits from one or more wetland mitigation banks.

There is a total of 73 wetlands on site; 5 lakes/ponds (waterbodies and waters of the U.S.), and 35 stream segments.  Of these wetlands, there are 41 palustrine emergent wetlands (PEM); 29 palustrine forested wetlands (PFO); and 3 palustrine scrub-shrub wetlands (PSS).  This proposal will result in the degradation, partial destruction, or complete destruction of 7 stream segments whose total length is 771 linear feet and fill volume is 285 cubic yards.

Of the 41 PEM that exist on the site, 23 (56.10%) will be totally destroyed and 5 (12.20%) will be partially destroyed; of the 29 PFO that exist on the site, 8 (27.59%) will be totally destroyed and 12 (41.38%) will be partially destroyed; and of the 3 PSS that exist on the site, 2 (66.67%) will be totally destroyed.  The number of wetlands that will be totally destroyed on the site is 33 (45.21% of all wetlands – all PEM + PFO + PSS) and the number of wetlands that will be partially destroyed on the site is 17 (23.29% of all wetlands – all PEM + PFO + PSS).  The wetland flood detention and clean water filtration capacity of the site will be severely damaged by the proposal because 68.50% of all wetlands on the site will either be totally or partially destroyed.

When looked at from an acreage perspective, of the 87.177 total acres of wetlands on the site (Wetland Impact Table), 42.349 acres (48.58%) of all wetland acres on the site will be destroyed.  

The fact that the applicant is unwilling to abide by an “existing 17.59-acre conservation easement” for another Corps permit means that the applicant cannot be trusted to ensure that any promised future mitigation for this proposal will be protected in perpetuity.  The Sierra Club requests that the Corps deny this permit based upon the existence of this conservation easement in perpetuity and or require that the applicant protect the 17.59 acres and conservation easement from any impacts due to the proposed developments.  This includes forgoing any commercial and residential development within or next to this conservation easement so that it is protected in perpetuity (a buffer is needed to protect the conservation easement).  The applicant apparently has not placed an adequate number of acres into the conservation easement (12.19 acres of wetlands and 8.99 acres of upland buffer, or 21.18 acres) because the conservation easement is 3.59 acres short of what was required for the previous permit on the site.

This proposal violates Section 404(b)(1) Guidelines, which are mandatory for the Corps to follow as part of the implementation strategy that the Clean Water Act requires.  Section 404(b)(1) Guidelines require that non-water dependent actions (hotels, access roads, condominiums, residential areas or districts, commercial areas or districts, and resorts) must not be permitted to destroy wetlands which are “special aquatic sites”.

However, that is exactly what this proposal does since it would put all of these uses in jurisdictional palustrine forested wetlands (riparian woodlands and bottomland hardwood wetland forests), palustrine emergent wetlands, and palustrine scrub-shrub wetlands. Practicable alternatives exist including no development in most wetlands which would mean a smaller and less destructive proposal.

This practicable alternative is “available and capable of being done after taking into consideration cost, existing technology and logistics in light of overall project purposes.”  As required by the Section 404(b)(1) Guidelines, “If it is otherwise a practicable alternative an area not presently owned by the applicant which could reasonably be obtained, utilized, expanded or managed in order to fulfill the basic purpose of the proposed activity may be considered”.

There is no documentation in the permit application public notice that shows that the permittee has conducted a study to determine if other sites exist which could be used. As the Corps knows the presumption is that these practicable alternative sites exist in the Section 404(b)(1) Guidelines “unless clearly demonstrated otherwise”.  No such demonstration is evident in the information the Corps sent out with the public notice.  The public must have this information, so it can review, comment.

Point #5

Page 4, Notes, Public Notice,the Corps states that project information has not been verified.  The Sierra Club is concerned about Corps policy that allows the release of public notices with information furnished by the applicant that has not been verified. This puts the public in an untenable situation of not knowing if the information it reviews is valid, complete, and accurate.

The Sierra Club strongly believes that verified project information should be part of all public notices.  Without verified public information the public does not know whether the information that it relies upon to make public comments is accurate and true.  The Corps should change its policy and verify applicant information.  After all, if the Corps, the regulatory agency that issues the permit, does not verify applicant information, then who will?  The public must have this information so that it can review, comment on, and understand all the potential environmental impacts of the proposal.

Point #6

Page 4, Notes, Public Notice,the Sierra Club disagrees with the Corps that an environmental impact statement (EIS) is not needed for this permit application.  The Corps should require a study about the impacts this development will have, direct and indirect (secondary), and provide this information to the public for review and comment as required by the National Environmental Policy Act (NEPA).

An EIS is required due to the permanent, loss of a large acreage of wetlands, the presence of special aquatic sites, possible aquatic resources of national importance (ARNI) that will be destroyed or degraded by the proposal, the construction of the proposal in the 100-year floodplain, and because the proposal enables or induces additional residential and commercial development directly and indirectly in the floodplain which puts people in “harm’s way”.

Some of the ways that this proposal puts people in harm’s way include the expansion of Woodland Hills will destroy existing entranceways to Barrington Kingwood Subdivision at Cotswald Blvd. and Deer Cove Trail Subdivision; destroy an existing sidewalk that goes from the FFA facility in Deer Ridge Park north on Woodland Hills Road; destroy part of River Grove Park and potentially Deer Ridge Park; destroy forests and wetlands on Hamblen Road; connect Hamblen Road to Woodland Hills Road in an area that flooded during Hurricane Harvey; increased traffic and speed of traffic will affect residents, students, and park users and could result in more injuries, deaths, damage to property, and roadkill.  

Point #7

Page 5, National Register of Historic Places, Public Notice,the Corps should give a summary of what the “Intensive Archaeological Survey of the Kingwood Marina Residential District Project, Harris County, Texas”, dated March 2017 and “Intensive Archaeological Survey of the Proposed Kingwood Marina, Harris County, Texas” dated May 2016, found so the public knows about and can review and comment on the summary.

Point #8

Page 5, Threatened and Endangered Species, Public Notice,the Corps should require threatened and endangered species surveys for listed species. The results of these surveys should be reported to the public which should be given the opportunity to review and comment on the results.

Page 3, Current Site Conditions, Public Notice,it is of great concern that the applicant admits there are bald eagles in the project area, but “no nests were found.”  It is not only nests that are a concern for bald eagles.  The habitat of wintering and nesting bald eagles is also of concern.  It is also a concern that disturbance will occur due to these developments in potential bald eagle habitat and may keep bald eagles from nesting in the project area or on the project site.  There must be an adequate bald eagle survey, analysis, and plan conducted and prepared and is available to the public for review and comment.

Point #9

 Page 4, Public Interest Review Factors,the Public Notice is inadequate as the basis for determining the environmental impacts of this proposal and the effect that it will have on the public interest review factors in 33 CFR 320-332, regulatory programs of the Corps, and other pertinent laws, regulations, and executive orders.

Some of the public interest review factors that must be considered and are relevant are conservation, economics, aesthetics, air quality, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, floodplain values, land use, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, and the needs and general welfare of the people.

The public interest factors analysis is very important and is separate and larger than simply reviewing the proposed dredge/fill impacts and proposed mitigation.  The Corps should prepare its analysis of public interest factors carefully when reviewing this proposal and then provide it for public review and comment.

Point #10

 Page 6, Public Hearing, Public Notice, the Sierra Club requests a public hearing about this permit application and proposal.  The Corps should contact all surrounding businesses, residential areas (like Trailwood Village Subdivision, Kingwood Lakes Village Subdivision, Clubs of Kingwood, Barrington Subdivision, and Kingwood Lakes South Community Association), churches (like Kingwood United Methodist Church), schools, parks (like Deer Ridge Park, River Grove Park, Boy Scout Reserve), and other entities that may be affected by the proposal, up or downstream, so that the local public can find out about, understand, and attend this public hearing and provide public comments.

Conclusion

Due to the concerns raised in this comment letter the Sierra Club requests that the Corps deny this permit application.  The Sierra Club appreciates this opportunity to provide public comment on this proposed permit application.  Thank you.

Sincerely,
Brandt Mannchen
Chair, Forestry Subcommittee
Houston Regional Group of the Sierra Club
(Be sure to include your contact info;
I have omitted it here to protect privacy.)


Guide to Lake Houston Area Floodplain Regulations

Guidelines for floodplain development can bewilder even professionals. Overlapping jurisdictions often have different guidelines.  And guidelines often change, as Houston’s just did. Houston now manages the 100-year and 500-year floodplains differently. Cities also have building codes that include more requirements.


Site of the proposed new marina and high rise development. Shot from over the West Fork shortly after Harvey. Note sand deposited by Harvey. 25 and 50-story high-rises would be built on the narrow strip between the lake and the Barrington at the top of frame.

Overview

People ARE generally allowed to build and place fill in floodplains. However, they must follow local floodplain guidelines and obtain permits that restrict what they can do. They must also submit environmental surveys, mitigate wetlands, and provide hydrologic and hydraulic studies. In Houston, they may move earth from one location to another within a floodplain, but not add to the total volume. The general rule of thumb: zero negative impact on the conveyance of the river.

If a development destroys wetlands, wetland credits must be purchased from a mitigation bank. Mitigation banks place conservation easements on some of our most valuable wetlands. By helping to finance conservation of those areas, destruction of less valuable wetlands elsewhere may be permitted. Generally but not always, the mitigation credits must be within the same watershed. However, this is not always the case. Extenuating circumstances may exist.

KSA once considered placing East End Park in a mitigation bank as a way to help finance its long range parks plan. The conservation easement would ensure that the character of the park never changed. And the money raised would have provided needed improvements to other parks at no cost to residents.

Federal Guidelines and How They Relate to Local

FEMA establishes minimum standards for a community to enroll in the National Flood Insurance Program (NFIP). By enrolling and administering floodplain regulations, it allows their residents the opportunity to purchase Flood Insurance through the NFIP. You must at least build at FEMA’s base flood elevation (BFE). But communities can and do set higher standards. And each may have different guidelines.

Engineers and regulators often talk about “freeboard factors.” Freeboard, a nautical term, means “the height of a ships side between the waterline and the deck.” In a flooding context, freeboard means minimum elevation above the BFE. You often see it described as “BFE + 1 ft.” Or 2 feet. Or X feet. Think of it as a safety margin. Any freeboard above the BFE is considered a local community’s higher standard.

To provide a context, below are links to some of the floodplain management orders/ordinances.

Houston Guidelines

HOW Ordinance is Executed

Note Chapters 9 and 13. They changed on September 1, 2018. Changes address building code issues for FEMA X zones. Zone X includes the 500 year flood plain. Many such areas flooded during Harvey.

Humble Guidelines

Flood Damage Protection Ordinance

Harris County Guidelines for Unincorporated Areas

Main Website

Laws

Cheat Sheet: Quick View of Changes Implemented in January

Montgomery County For Unincorporated Areas

Floodplain

Drainage Manual For Commercial Developments Greater than 15,000 SF 

Army Corps

If a development affects a major waterway like the San Jacinto River, its wetlands, its flow, or endangered wildlife, the Army Corps will also review studies submitted as part of the permitting process. They would look at applications from the point of view of the EPA and Clean Water Act, especially Section 404.  Section 404 of the Clean Water Act (CWA) establishes a program to regulate the discharge of dredged or fill material into waters of the United States, including wetlands. … For most discharges that will have only minimal adverse effects, a general permit may be suitable. This is the major focus of the permitting process now underway for the high-rise development in Kingwood.

TCEQ

The Clean Water Act also contains a section 401.  It specifically focuses on how States and Tribes can use their water quality standards in Section 401 certifications to protect wetlands. States and Tribes can review and approve, condition, or deny any Federal permits or licenses that may result in a discharge to waters of United States within their borders, including wetlands. States and Tribes make their decisions to deny, certify, or condition permits or licenses primarily by ensuring the activity will comply with applicable water quality standards. In addition, States and Tribes look at whether the activity will violate effluent limitations, new source performance standards, toxic pollutants restrictions and other water resource requirements of State or Tribal law.

Jurisdictional Divides

The Houston ordinance only applies to Houston’s jurisdiction. Houston does not influence neighbors and cannot control or force their policies on other jurisdictions. That is important since Kingwood is surrounded by Humble, unincorporated Harris County (Atascocita and Huffman), and unincorporated Montgomery County.

The Key

Understand that if a developer/individual meets the requirements identified in the floodplain ordinance(s), they can develop in the floodplain (including the floodway). Floodplain administrators must follow the law. However, they try to discourage dangerous floodplain development by “working to rule.” By strictly following all rules with no wiggle room, floodplain administrators can drag permitting processes out. A knowledgeable floodplain administrator can find problems with plans, surveys, and engineering reports for years. By requesting revisions, they can make life so difficult for applicants that it affects the economics of their developments. Eventually they may decide that a project falls into that great black box called “too hard to do,” and walk away.

Words of Wisdom

A regulator told me today that the more people who protest a permit, the harder they are to ignore.

If you have concerns about the high rise development in Kingwood, make sure you register them with the Army Corps (which is currently reviewing the permitting from a CWA 404 perspective). The deadline: January 29.

Comments and requests for additional information should reference USACE file number, SWG-2016-00384, and should be submitted to:

  • Evaluation Branch, North Unit
  • Regulatory Division, CESWG-RD-E
  • U.S. Army Corps of Engineers
  • P.O. Box 1229
  • Galveston, Texas 77553-1229
  • 409-766-3869 Phone
  • 409-766-6301 Fax
  • swg_public_notice@usace.army.mil
Posted By Bob Rehak on January 9, 2019
498 Days Since Hurricane Harvey

How to Submit Evidence that Gets Results from the TCEQ

If you witness illegal discharges, dumping, or mining, following these guidelines will ensure the Texas Commission on Environmental Quality (TCEQ) can act on evidence you provide. Make sure you follow proper procedures.

After Harvey, fresh sand deposits several feet thick and foul water lined the shores of the west fork of the San Jacinto adjacent to Kingwood.

Rules of Evidence

TCEQ procedures pertain to the way you gather, collect, label, and document evidence. This link contains a great deal of information about the process, requirements, etc.

A brief summary follows:

  • If you want TCEQ to use your information in an enforcement case, you cannot remain anonymous.
  • You must complete a notarized affidavit.  Your contact information will be confidential. But understand that you must be willing to testify in any formal enforcement hearing.
  • You may not enter property of another person to document a violation. No trespass.
  • Follow the Commission’s procedures and protocols outlined in the link above.
  • If the Commission initiates an investigation, you must sign affidavits authenticating the information you provided.
  • You must confirm that you followed TCEQ protocols and procedures.
  • If the case proceeds to a formal hearing or trial, you will be required to testify. You must explain information you provided, and you may be cross-examined by the defendant’s attorney. This could include questions regarding your testimony and motives.

Given all the different types of complaints and evidence people submit, procedures can get quite complex. For instance, if you submit water samples, the TCEQ has specific requirements for testing and chain of custody.

For Photographic Evidence

Photos and videos have specific procedures. Make sure you include:

  • Date
  • Location (include site name, registration/permit/account/regulated entity number, if applicable)
  • Name of Person Taking Photograph
  • Investigation Number and Complaint Number (if applicable)
  • Number Sequence (e.g., 1 of 5)
  • Brief Description of the photograph (e.g., “Picture of discharge on north end of property;Photograph taken facing north.”)

If shooting film, also make sure you include negatives and prints.

How to Submit Evidence

It takes time and money to investigate cases. Following these guidelines ensures that that time and money will not be wasted.

You can contact TCEQ 24 hours every day about complaints. To submit a complaint under their jurisdiction :

Posted by Bob Rehak on 1/5/2019

495 Days after Hurricane Harvey

San Jacinto West Fork Watersheds Partnership Focusing on Water-Quality Issues

The Houston Chronicle yesterday reported on a coalition called the West Fork Watersheds Partnership (WFWP), tackling water quality issues on the West Fork of the San Jacinto and its tributaries. The article claims that the West Fork and one of its tributaries fail to meet water quality standards. It also cites the dangers of fecal material in the water.

The Houston-Galveston Area Council (HGAC), Galveston Bay Estuary Program, TCEQ, and EPA are leading the WFWP, which includes a wider group of organizations, businesses and residents concerned about water quality.


The map above shows critical levels of bacteria in the upper San Jacinto River basin. Red means “impaired.” Green means “not impaired.” In fresh water the indicator bacteria is E. coli. When present, it is likely that other disease-causing bacteria, parasites, and viruses may also be present. Source: H-GAC’s Water Resources Information Map.

The Houston-Galveston Area Council Water Resources Information Map above indicates just how critical bacteria have become. It features water-quality data from the H-GAC’s Clean Rivers Program, which helps ensure safe, clean surface water for the region by providing high quality data. H-GAC works with seven partner agencies to collect and analyze data from over 450 monitoring locations throughout the region.

Bacteria levels are measured at all monitoring locations. In fresh water the indicator bacteria is E. coli. These bacteria originate in the intestinal tract of warm blooded animals and can be harmful to humans. When either of these bacteria are present, it is likely that other disease causing bacteria, parasites, and viruses may also be present.

How does bacteria get into our waterways?

According to H-GAC, bacteria can enter surface waters through many pathways. Most water bodies have most, if not all, of the following bacteria sources.

  • Malfunctioning wastewater treatment plants
  • Sanitary sewer system overflows
  • Failing Onsite Sewer Facilities (OSSFs) and septic systems
  • Runoff from livestock
  • Pet waste
  • Wildlife and feral hogs

Each water body is unique in the combination of bacteria sources and the amount from each source that makes up the total bacteria present.

Why should we care about bacteria?

The water you drink from a tap has been treated to remove bacteria. However, anyone who ingests contaminated water, i.e., when swimming or during a flood, can become ill. People with compromised immune systems or individuals with open wounds or cuts that come into contact with contaminated water are especially vulnerable. A Kingwood resident who had a cut and was exposed to floodwater during Harvey died from flesh-eating bacteria.

Contaminated water can also cause diseases such as:

  • cholera
  • dysentery
  • giardiasis
  • hemolytic uremic syndrome
  • hepatitis
  • typhoid fever

Turbidity a Complicating Factor

The U.S. Geological Survey (USGS) indicates that excessive turbidity, or cloudiness, in drinking water may also represent a health concern. “Turbidity can,” says the USGS, “provide food and shelter for pathogens. If not removed, turbidity can promote regrowth of pathogens in the distribution system, leading to waterborne disease outbreaks, which have caused significant cases of gastroenteritis throughout the United States and the world. Although turbidity is not a direct indicator of health risk, numerous studies show a strong relationship between removal of turbidity and removal of protozoa. The particles of turbidity provide “shelter” for microbes by reducing their exposure to attack by disinfectants. Microbial attachment to particulate material has been considered to aid in microbe survival. Fortunately, traditional water treatment processes have the ability to effectively remove turbidity when operated properly. (Source: EPA)”

Any increase in sedimentation beyond the baseline level of nature increases the difficulty and cost of water purification. USGS data shows a spike in turbidity after every major rain. The rain carries exposed sediment to the river. Some comes from urban environments; some comes from stream beds, agricultural land and construction sites; and some comes from sand mines.

USGS has set up a special website that lets you monitor water-quality data from dozens of gages in and around Lake Houston, many of them in real time.  If you are ever concerned about water quality issues, this is a good place to start your investigation.

Graph showing how turbidity spiked in Lake Houston after three major storms in 2015, 2016 and 2017.

Posted by Bob Rehak on September 12, 2018

379 Days since Hurricane Harvey

Sand-Mine Fines vs. Lake-Houston-Area Damage During Harvey

Numerous posts on this blog have documented how sand mines made flooding worse during Harvey. Yet the total amount of fines levied against mines in the second half of last year state-wide was less than the average repair cost for one home flooded during Harvey.

Let me state some caveats upfront in this post.

However, NO sediment should have come from any mine. It could have been easily avoided. Most mines choose to operate in the floodway…downstream from a major dam…in a flood prone region. They have other choices.

But they continue to mine in floodways. Partially as a result, millions of cubic yards of sand now clog the East and West Forks of the San Jacinto, creating higher floods on smaller rains. Meanwhile, the public, businesses, FEMA, and insurance companies are stuck with the cleanup bill and increased flood risk.

Having said that, let’s look at the scorecard.

Fines Levied Statewide by TCEQ on Sand Mines in Last 5 Years

TCEQ fines levied since passage of HB571 through end of 2017. Image scanned from TCEQ report to Texas legislature.

That’s about $800 per fine or a half-million dollars total during 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.

Damage to Lake Houston Area During Harvey Related to Excessive Sedimentation

  • $60 million in repairs to Kingwood High School
  • $60 million in repairs to Lone Star College/Kingwood
  • $1.4 billion for 7000+ homes flooded at estimated repair cost of $200,000 each
  • $1.5 billion in lost productivity ([100,000 people x 200 hours each] + [10,000 people times x 1000 hours each] = 30 million hours x Ave. $50 each)
  • $70 million for Phase 1 dredging of 2.1 miles out of 13 miles
  • $50 million for Phase 2 dredging allocated in County Flood Bond
  • “Billions” lost in home values and tax revenue according to City of Houston
  • 44% of Lake Houston area businesses flooded and closed for months, many closed permanently
  • Total: Estimated $5+ billion

So Much for Fiscal Conservatism

Even if you think the mines contributed only 10% of the sand in the river and are responsible for only 10% of the damage, they still came out ahead by a pretty lopsided margin, especially considering that we’re comparing statewide to local statistics and extended periods to one event. AND they are not being asked to contribute one penny to clean-up costs beyond their normal taxes. If you or I backed up into a light pole, we would probably get a bill for damaging City property. But not these lucky guys.

You would think the City, County, State, businesses and residents must be flush with cash to absorb these kinds of losses without raising a peep. So much for fiscal conservatism! Since when did Texas  replace “You Break It; You Buy It” with corporate welfare and subsidies?

But hey, we need cheap concrete to attract new residents who will make up for these losses. Right?

It’s Time to Change the Conversation

Call me unrealistic, but maybe it’s time to:

  • Prioritize taxpayers over newcomers.
  • Compare the tax revenue from mining to losses from other sources.
  • Balance public safety and private profit.
  • Put some teeth in TCEQ regulations.

Make all miners move out of the floodway and you could level the playing field for them while protecting them from liability. You could also avoid a lot of that damage, protect lives and property from unnecessary risk, avoid unnecessary losses, make the banking and insurance industries happy, reduce mitigation costs, increase savings and investment, hold down taxes, and attract newcomers. But wait. Win-win? That’s too radical a notion to succeed in politics these days.

As always, these are my opinions on matters of public policy. They are protected by the First Amendment of the U.S. Constitution and the Anti-SLAPP Statute of the Great State of Texas.

Posted by Bob Rehak on August 31, 2018

367 Days since Hurricane Harvey

 

Best Management Practices that Could Reduce Sedimentation of the San Jacinto If Sand Mines Always Followed Them

Large areas within this mine are unvegetated and unmined, making them more susceptible to erosion.

Introduction

This post ties together months of research. It began with observations about Texas sand mines that did not seem to follow best practices adopted in the rest of the world.

My comments do not apply equally to all sand mines; some sand mines already follow these recommendations to varying degrees. My goal is not to condemn sand mines in general, but to suggest opportunities for improvement in some.

This post contains 75 footnotes at the end. Follow them back to hundreds of photos, posts, studies, presentations and articles that illustrate the issues at hand. 

Background

During Hurricane Harvey, millions of cubic yards of sand and silt migrated downstream into the Lake Houston area.[1],[2] Some originated from natural sources.[3] Some also likely originated from approximately 20 square miles of sand mines that have sprung up around the headwaters of Lake Houston.[4] The exact proportion by source is difficult to determine. However, the sand mining industry denies responsibility.[5]

Industry’s main argument is that floodwater inside the mines has insufficient velocity to carry sand and silt outside of the mine and into the river. However, photographic evidence, gravel deposited in dunes downstream, and USGS floodwater velocity measurements, taken together, contradict this argument.[6],[7]

Industry also cites a Brown & Root regional sedimentation survey for the San Jacinto Watershed. It showed that suspended solids in Cypress and Spring Creeks were greater than in the West Fork.[8] This study was conducted in the late 1990s and published in 2000 before the rapid growth of sand mining on the West Fork. Section 1.3.3 also cautions that these samples were taken at low-flow periods and should not be used to predict sedimentation during floods, when most sediment migrates.

“…the sediment load estimates presented herein may not adequately account for … sediment load during significant flood periods. … The monitoring program should be conducted during and following major flood events to verify the dominant sediment movements [emphasis added].”[9]

The sand mining industry, in essence, is saying, “Because more suspended solids come from Spring and Cypress Creeks during low flow periods, sand can’t be coming from the West Fork during floods,” a logical fallacy.

Sand mines in floodway. Sand bars within mine were caused during “river capture”. They prove sand was carried downstream. This photo taken on 10/28/2018 (after Harvey) also shows repairs to mine wall. During floods, the river tries to cut across meanders, runs through the mines, and scours pits.

This contention ignores several key facts:

  1. The landscape has changed dramatically since the Brown & Root report due to the rapid growth of sand mining.
  2. Sedimentation issues arise primarily as a result of floods, not normal flows.
  3. The sand mining industry is distorting Brown & Root findings.
  4. The vast majority of sand mines are on the West Fork and lie downstream from the Lake Conroe Dam, which released 79,100 cubic feet of water per second (cfs) during Harvey. That brought the West Fork peak flow in the area of the mines up to 130,000 cfs – 60% more peak flow than Spring Creek (82,100 cfs) and 364% more than Cypress Creek (28,100 cfs).[10]
  5. Sedimentation surveys of Lake Houston during the last 20 years show an increasing rate of sedimentation consistent with the growth of sand mining.[11],[12]

All of this suggests that sand mines contribute to AND increase natural rates of sedimentation.

After slowly building for years, the sand bar at the mouth of the West Fork has virtually tripled in size since 2015, threatening homes, businesses and infrastructure. The current Army Corps Emergency Dredging project will not address this and it is not clear where the money will come from to do so.

As the floodwaters from Harvey receded, massive amounts of sand became apparent. It clogged the San Jacinto River.[13] It left nearly continuous, bright, white trails of sand all the way from mines to the mouth of the San Jacinto – far in excess of the volume that was in the river before the flood.[14] It blocked drainage ditches.[15] It contributed to flooding that damaged thousands of homes and businesses.[16]

Removing these blockages could cost taxpayers and government hundreds of millions of dollars. The Army Corps of Engineers is already spending almost $70 million to dredge a two-mile stretch of new sand bars and dunes blocking the West Fork and local drainage ditches.[17] These blockages contribute to higher floods with smaller rains and continue to put Lake Houston area communities at increased risk for flooding.[18]

Dredging the remaining 11 miles of the West and East Forks in the Humble, Kingwood and Huffman areas will cost even more. Harris County Flood Control has included $50 million for dredging those reaches in its 2018 flood bond referendum and is seeking three partners to contribute similar amounts. If that is enough to restore normal flow to the East and West Forks, the total cost of dredging would be $270 million.

However, that may not be enough. A recent report compiled by two Lake Houston area geologists[19] studied the size and impact of a large sand bar at the mouth of West Fork that now causes the West Fork to flow uphill before it reaches Lake Houston. The size of this one sand bar alone likely exceeds the scope of USACE’s current dredging project by several fold.[20]

Many states and countries have established best management practices (BMPs) for sand mining to avoid such costs, and to help reduce erosion and consequent damage.[21]

If these BMPs were universally practiced by Texas sand mines, they could help increase margins of safety, reduce risks associated with future flooding, and reduce the costs associated with cleanup.

 

The first two recommendations below are already practiced in Texas, but only on a small portion of the Brazos River.[22] The other recommendations represent things that Texas sand mines should do to improve performance relative to the best management practices elsewhere.[23]

Recommendations

  1. Locate mines outside of floodways.
  2. Establish performance bonds to cover the cost of cleanup.
  3. Increase the width of dikes.
  4. Decrease the slope of dikes.
  5. Control erosion with vegetation.
  6. Replant areas not actively being mined.
  7. Avoid clearing areas that will not soon be mined.
  8. Protect stockpiles from flooding.
  9. Mine only above the thalweg (deepest part of the river).
  10. Establish performance bonds to guarantee remediation of breaches and/or repurposing of mined areas once mining is complete

Discussion

  1. Locate mines outside of floodways.

A precedent exists. The 79th Texas Legislature enacted Senate Bill 1354, creating the John Graves Scenic Riverway on the Brazos River. This established a pilot program that will last until 2025. Its goal: to enhance water-quality protection by establishing specific regulations for quarries within the watershed. Regulations adopted under SB 1354 require a permit that forces new mines to operate outside of the 100-year floodplain.[24]

Prohibited activities include the operation of any quarry within 1,500 feet of a navigable water body, subject to specific exceptions.[25]

Currently, all but one sand mine on the San Jacinto lies partially or wholly within a floodway.[26] A common definition for a floodway is “the main channel of the river during a flood.” As Harvey proved, operating within a floodway puts both the mines and downstream communities at risk.

Miners prefer floodways because they typically contain concentrated deposits of sand. Less overburden also makes sand less expensive to mine. This increases profitability.[27]

However, when floodwaters invade mines, they can carry sand and silt downstream. Satellite and aerial images taken during and after Hurricane Harvey show that the river breached dikes, flowed across point bars, eroded stockpiles, destroyed a road, and carried exposed sand and sediment downstream.[28],[29]

While miners profit from mining in floodways, downstream communities bear the cleanup costs. Who will pay that cost? Currently, the answer is tax and rate payers through the City of Houston, Harris County, Coastal Water Authority, State of Texas, and Federal Government.[30]

When sand mines choose to operate in the floodway, industry profits and taxpayers take the loss.

Taxpayers are, in effect, forced to subsidize sand and gravel mines by bearing the clean-up costs.

 

By allowing mines to locate within floodways and then externalize costs, the State encourages risky behavior that can flood homes and damage entire communities.[31] In the future, not permitting mines to operate in floodways could reduce flood risks.

Some say, “You can’t regulate for 1000-year events like Harvey. That would damage industry.” That criticism, however, ignores the USGS report on peak streamflows during Harvey.[32] Issued in July 2018, it reclassified storm probabilities for areas affected by Harvey.

USGS now estimates, based on flow data at the Grand Parkway and the West Fork, that Harvey was NOT a 1000-year storm. USGS now says that a storm with the volume of Harvey has a 2.4 annual exceedance probability. That would make Harvey a 42-year storm.[33] On the East Fork, which received more rainfall during Harvey than the West Fork, the situation is even more dire. The sand mine on Caney Creek, which sits at the confluence of twofloodways, received a 33-year flood. And according to USGS, Harvey was only the fourth highest flood on record for that gage.[34]

Moreover, given the height and width of some mine dikes on the West Fork, it does not even take a storm of Harvey’s magnitude to breach dikes. Historical satellite imagery shows that West Fork mine dikes have been breached repeatedly, including during a non-tropical storm in 2015.[35]

  1. Establish performance bonds to cover the cost of cleanup.

Performance bonds are another major provision of the John Graves pilot program. Although performance bonds in that area ensure restoration and reclamation of mines, the strategy could be applied on the San Jacinto to ensure cleanup and repairs after floods.[36]

It is unclear whether a coalition of governmental entities will even be able to cover cleanup costs from Harvey. If it is possible, it could take years to build the coalition and budget funds for remediation. That delays cleanup and increases flood risk for more than a quarter million people.[37]

Therefore, mining companies that choose to operate in floodways should post performance bonds that guarantee cleanup can be completed in time to reduce risk from additional flooding.

This simple provision will help ensure a true cost accounting for sand that doesn’t allow mines to externalize mitigation costs associated with risky practices (i.e., locating mines in floodways, operating with dikes that won’t withstand the pressure of floods, etc.).

  1. Increase the width of dikes.

This point is related to #1 above about setbacks from rivers. Mines create dikes, in most cases, by not removing a thin strip of natural land between dredging pits and rivers. Currently, some mines operate so close to the river’s edge that floodwaters breach their dikes repeatedly.[38]

The wider the dikes, the stronger and less likely they are to fail. Wider dikes with gentler slopes can also sustain natural vegetation which binds their soil and reduces erosion. Wider dikes create a greater safety margin over time, especially against erosion on the cut bank sides of rivers. Wider dikes, if forested, can slow currents entering/leaving mines and trap sand.[39] And finally, wider dikes give the river room to expand during floods; that’s because some mines pile sand on top of natural dikes to increase their height. This artificially constricts the cross section of the river.

Engineers say that mechanical protections, which are prone to failure during high flows, are a poor substitute for natural protection.[40]

Because of the high volume of flow down the San Jacinto West Fork, especially when Lake Conroe opens its flood gates, 50-foot and 100-foot wide dikes have proven ineffective.[41]

Pits may operate for decades. During that time, their dikes may be eroded from both sides, especially when operators mine below the level of the thalweg (deepest part of the river bottom). When operators mine below the thalweg, levee breach, river capture, and subsequent erosion are virtual certainties during large flood events.[42]

For all these reasons, many states and countries often require greater setbacks between mines and rivers than Texas does. Texas has no requirement according to correspondence with the TCEQ, although it does require a 50-foot setback from adjoining property, and some might consider the river adjoining property because it belongs to the State of Texas.[43]

In contrast, many states require a 100-foot setback. Malaysia requires 50 meters. Some countries require 100 meters. Canada requires 450 meters for mining tar sands. Alaska requires a 1000-foot setback from all public water sources.[44] Louisiana requires a 1000-foot setback from public water supply wells.[45]

Washed out road INSIDE sand mine during Harvey. To all those who say currents inside the mines during a flood are not strong enough to pick up sand, I say, “Explain this.” Image from 8/30/2017.

San Jacinto floods have breached even 100-foot dikes because of the high volume of flow, especially when the SJRA releases water from the Lake Conroe dam.[46] SJRA reported that during Harvey, the flow at Highway 99 was 130,000 cubic feet per second, far higher than on Spring or Cypress Creeks.[47] One West Fork mine operator stated that the Good Friday flood of 2018 breached his dikes – even when there was norelease from the Lake Conroe Dam.[48]

The San Jacinto River Authority has been forced to release water from the Lake Conroe Dam in each of the last three years to preserve the dam during heavy rains. The amounts ranged from 7,000 to almost 80,000 cubic feet per second.[49]

High release rates, added to already heavy rainfalls, illustrate why it may be difficult to establish one safe setback distance for all of Texas. Considering site-specific criteria such as proximity to dams and highly developed areas, slope of floodplains, width of floodways, potential peak flows, and location of cutbanks may yield safer setbacks.[50]

In general, though, the wider the setback, the stronger the dike, the greater its resistance to erosion (especially over time), the less risk to the mine, and the safer downstream communities are.

  1. Decrease the slope of dikes.

BMPs in other states and countries also recommend gently slopingdikes to strengthen their resistance. They frequently recommend ratios of 1:3 or 1:4 (height:width).[51] Malaysia recommends up to a 1:10 ratio because low slopes help establish vegetation.[52] The near-vertical slope of many West Fork dikes means they receive direct, rather than glancing blows from floodwater.

Angled surfaces deflect and diffuse incoming energy. Nowhere is this principle more evident than in the design of military, supersonic aircraft that handle wind forces at thousands of miles per hour.[53]

  1. Control erosion with vegetation.

Sloping dikes more gradually strengthens their resistance to floods, but by itself will not prevent erosion, especially on cutbanks. Planting them with grass and/or native trees and other vegetation can bind the soil, slow water down, reduce erosion and help retain sand within the mine boundaries.[54]

Virtually all states and countries recommend planting native grasses and trees to help bind soil.[55] Revegetating after plants have been removed can take years. Therefore, the best, cheapest and simplest practice is to leave native vegetation in place and simply not remove it wherever possible when constructing mines

  1. Replant areas not actively being mined.

Mining has exposed 20 square miles of sand surface to erosion along the West Fork between I-45 and I-69 and along the East Fork in Porter.[56] Not all of that area is actively being mined. Loose sand, exposed to floodwaters, exposes downstream communities to unnecessary risk. Replanting with native grasses and trees can bind the soil, reduce water velocity and reduce erosion during floods. Keeping soil in place is the best way to keep it out of rivers.

Louisiana best management practices state: “It is prudent to practice good soil conservation and seed bare ground during the post-mining phase to aid in minimizing and/or reducing the potential for stormwater to wash sediment loads from unvegetated areas into nearby waterways. Natural regeneration takes time and during that process much sediment could be washed away as sheet, rill or gully erosion over that period.”[57]

  1. Avoid clearing areas that will not soon be mined.

Delay grubbing until the last possible moment to reduce erosion and risk from floodwaters. (Same theory as #6.)

The Louisiana best management practices for sand mining state: “It is very important to only clear and grub acreage needed for the immediate term. Clearing or grubbing too much land too early in the construction phase of the mining operation will dramatically increase the potential for environmental impacts from surface water runoff and will increase the costs to control runoff from the mining site.”[58]

Large areas of mines on both the East and West Forks have been grubbed years before they were mined. These areas then flooded and contributed disproportionately to downstream sedimentation.[59]

  1. Protect stockpiles from flooding.

Sand in stockpiles is especially vulnerable during floods because it is so loose. During Harvey, sand mines adjacent to Kingwood lost four of six stockpiles completely. Another eroded severely. Only one escaped with little loss, the one on the highest ground, protected by a large swath of trees. Mines that locate stockpiles in floodways risk losing their entire inventory and contributing disproportionately to downstream sedimentation.[60],[61]

Half of this mine lies within not one, but two floodways (cross-hatched areas). The part of the stockpile that eroded most is in the the 100-year floodplain. See right side of red circle.

  1. Mine only above the thalweg.

Thalweg is pronounced taal-veg. It is a geological term for the deepest part of a river. West Fork sand mines remove sand to depths approaching 50 feet. That’s far below the West Fork’s thalweg.

The greater the differential between river bottom and pit bottom, the greater the likelihood of pit capture[62]during floods. Water migrates from areas of high pressure to low and from high elevation to low. With dikes of only fifty feet or less, river capture of mines is a virtual certainty during floods.[63],[64] This increases river bottom erosion upstream. It alters the gradient of the river. And it creates a hungry water effect downstream that contributes to bank erosion, property loss, tree loss, infrastructure damage, and increased sedimentation.[65]

All these things happened during Harvey when the river ruptured dikes and cut across point bars through sand pits.

In separate reviews of scientific literature and on-site studies, Ladson and Judd, and Jacobs Engineering described the ways rivers capture pits.[66]

  • Lateral migration of the river channel into the pit
  • Sub-surface piping from surface water into pits and subsequent failure of pit walls
  • Water cascading into a gravel pit as flood waters rise
  • Erosion by water returning to the river from the pit as the flood recedes.

Ladson and Judd also found that floodplain mining can have delayed impacts.[67]

  • “The low-resistance…high-flow conveyance path provided by the open area of a gravel mine can alter floodplain hydraulics during high flows.”
  • “Mining on floodplains may reduce groundwater levels on adjacent areas where water is removed by pumping and may affect groundwater quality.”
  • “Floodplain mines may lead to river channel changes that include erosion, bed degradation and damage to infrastructure.”

Sand removed from a pit also creates a void that induces river water as well as ground water from surrounding areas to migrate into the pit. This can reduce the flow in the river and negatively impact aquatic species.

When the water table drops below the level of roots, surface vegetation can also die back, contributing to more erosion.[68]

Finally, mining below the thalweg loots water from river authorities. Mines use state property to process their product without paying for it, unlike smaller businesses and individuals, who must pay fees to subsidence districts, water authorities and municipalities based on usage.[69] Pits expose more water to air, increasing evaporation and water loss.

By mining above the level of the thalweg, all these problems can be reduced or avoided, including those of fairness and equitable treatment.

     10. Establish performance bonds to guarantee remediation of breaches and/or repurposing of mined areas once mining is complete.

 Reclamation or remediation of sand mines, and repair of breaches should also be covered by performance bond(s). Obtaining a permit requires a mine to file a remediation plan, but it does not force mines to remediate. Operators can simply walk away from pits, creating safety hazards, eyesores, and economic development headaches for communities.[70]

Defunct Humble sand mine on North Houston Road just north of Townsend Blvd. Note steep, unvegetated slopes, lack of berms, and lack of fencing, all violations of best practices in most states. Luckily, this pit will be filled with spoils from the Army Corps dredging project and then graded to match surroundings. 

On the positive side, mines can be turned into lakes for residential communities, storage pits for spoils, parks, storm water detention facilities, marinas and wetlands.[71]

But these all represent costs long after all the profit has left the site with the last sand truck. Abandoned pits and equipment, in some cases, remain eyesores in the community that discourage economic development.[72]

In two observed cases, mine dikes were damaged in storms, yet no one repaired the breaks for years. West Fork mine dikes have remained broken for three years in one case and six in another, while rainwater has washed accumulated pit sediment into the river.[73],[74]

Performance bonds should cover not just the cost of remediation but also the cost of maintenance (i.e., mowing, watering, fencing, etc.) until abandoned property can stabilize and/or be sold.

Conclusion:

Rates of sedimentation on the West Fork have increased rapidly in recent years.[75] This likely was the result of three unusually heavy rains in 2015, 2016, and 2017. Harvey was the coup de grâce.

It was also a wake-up call. It exposed the weaknesses in Texas regulations. It  underscored the importance of adopting common-sense best management practices like those outlined above to help improve public safety, reduce damage to infrastructure, and avoid such widespread flood damage to homes and businesses in the future.

The consequences of ignoring these recommendations potentially include:

  • Destruction of downstream communities through increased flooding…again
  • More loss of life
  • Unfair imposition of remediation costs on taxpayers
  • Hidden “subsidies” that distort the true cost of cement and its usage
  • Loss of faith in the ethical standards of businesses and the free enterprise system
  • Loss of faith in government institutions to protect people and property
  • Loss of home and business values
  • Reduction of property tax income to city and county governments
  • Reduction in perception that Texas is a desirable place to live.

If we are to maintain faith in government, private enterprise and free markets, we must have a full and fair cost accounting that recognizes the damage and cleanup costs due to sand from mines. These costs have been externalized by miners. For decades, this issue remained invisible because the problem was sub-acute. That made it easy for government to “kick the can down the road.” Harvey changed all that.

The problem is now critical and must be addressed.

Increased rates of sedimentation are putting Lake Houston itself at risk. The Lake currently represents the source of drinking water for approximately 600,000 people. But the City of Houston expects to have 2 million people using surface water from the lake within the next few years as new water treatment plants come online. The increasing rate of reduction in its capacity conflicts directly with the expected increase in customers.

Destruction like we experienced during Harvey is rarely caused by one thing. It results from multiple failures on multiple levels. They compound each other. To restore and maintain margins of public safety, we need to address each cause. To the extent that sand mines contributed to the problem, they can also help solve it by modifying business practices as described above.

How You Can Help

This is an election year. TACA has tripled its lobbying budget. But TACA can’t vote and you can. Make this an election issue and quiz each candidate for their positions on common sense regulations affecting sand mines.

These are my opinions of a matter of public policy protected under the First Amendment of the U.S. Constitution and the Anti-SLAPP statutes of the great State of Texas.

For a downloadable, printable copy of this document including footnotes, click on Best Management Practices for Sand Mines.

Posted by Bob Rehak on August 1, 2018

338 Days since Hurricane Harvey

#####

Footnotes

[1]https://reduceflooding.com/2018/07/06/army-corps-of-engineers-awards-dredging-bid-on-west-fork-emergency-project/. USACE will remove 1.8 million cubic yards from a 2 mile stretch where some of the worst deposits are found. When complete, eleven miles will remain to be dredged. The cost to remove sediment from the first 2-miles is $69,814,060.

[2]https://reduceflooding.com/2018/07/27/why-we-must-remove-mouth-bar-on-west-fork-of-san-jacinto/

[3]Spring and Cypress Creeks

[4]https://reduceflooding.com/2018/05/22/where-did-all-the-sand-come-from/

[5]https://reduceflooding.com/2018/06/07/taca-spells-out-industry-position-on-societal-and-environmental-benefits-of-sand-mining/

[6]https://reduceflooding.com/2018/06/23/do-local-sand-mines-follow-best-management-practices/

[7]https://reduceflooding.com/2018/07/25/a-closer-look-at-sand-issues-on-the-east-fork-of-the-san-jacinto/

[8]https://reduceflooding.com/wp-content/uploads/2018/03/BrownRoot-Dredging-Recs.pdf

[9]Page 15, https://reduceflooding.com/wp-content/uploads/2018/03/BrownRoot-Dredging-Recs.pdf

[10]https://reduceflooding.com/wp-content/uploads/2018/03/Hurricane-Harvey-Peak-Inflows-36×24.pdf

[11]https://reduceflooding.com/2018/07/01/a-model-for-the-future-of-the-san-jacinto/

[12]https://reduceflooding.com/wp-content/uploads/2018/03/Harvey-Flood-Full-Length-8.pdf

[13]https://reduceflooding.com

[14]See 450+ photos at https://reduceflooding.com/gallery/

[15]https://reduceflooding.com/2018/03/19/how-deep-was-the-sand-deposited-by-harvey-at-river-grove-park/

[16]https://reduceflooding.com/2018/06/10/damage-map-neighborhoods-in-lake-houston-area-hardest-hit-by-harvey/

[17]https://reduceflooding.com/2018/07/06/army-corps-of-engineers-awards-dredging-bid-on-west-fork-emergency-project/

[18]https://reduceflooding.com/2018/04/11/army-corps-finishes-sedimentation-survey-field-work-on-first-leg-of-west-fork/and https://reduceflooding.com/2018/04/03/4-33-inches-of-rain-created-the-third-largest-flood-in-16-years-on-the-east-fork-of-the-san-jacinto/

[19]https://reduceflooding.com/wp-content/uploads/2018/07/Mouth-Bar-Rev-16.pdf

[20]https://reduceflooding.com/wp-content/uploads/2018/07/Mouth-Bar-Rev-16.pdf

[21]https://reduceflooding.com/sand-mining/

[22]https://reduceflooding.com/2018/07/01/a-model-for-the-future-of-the-san-jacinto/

[23]Personal observations derived from a study of best and actual practices

[24]Page 6, https://www.tceq.texas.gov/assets/public/comm_exec/pubs/sfr/087_08.pdf

[25]Page 5, https://www.tceq.texas.gov/assets/public/comm_exec/pubs/sfr/087_08.pdf

[26]https://hazards-fema.maps.arcgis.com/apps/webappviewer/index.html?id=8b0adb51996444d4879338b5529aa9cd

[27]Consultation with three different geologists

[28]https://reduceflooding.com/2018/06/23/do-local-sand-mines-follow-best-management-practices/,

[29]https://reduceflooding.com/wp-content/uploads/2018/03/West-Fork-Sand-Stockpiles2.pdfand https://reduceflooding.com/2018/07/25/a-closer-look-at-sand-issues-on-the-east-fork-of-the-san-jacinto/

[30]Item CI-61, Page 8 in project list of Harris County Flood Bond Proposal, https://www.hcfcd.org/media/2881/2018bondprojecttable2018-07-19-1600.pdf

[31]https://reduceflooding.com/2018/06/10/damage-map-neighborhoods-in-lake-houston-area-hardest-hit-by-harvey/and https://reduceflooding.com/2018/07/25/a-closer-look-at-sand-issues-on-the-east-fork-of-the-san-jacinto/

[32]https://reduceflooding.com/wp-content/uploads/2018/07/sir20185070.pdf

[33]https://reduceflooding.com/2018/07/11/usgs-report-on-peak-streamflows-during-harvey-significantly-revises-flood-probabilities/  Note: this number is currently being verified by USGS, Harris County Flood Control and FEMA.

[34]Page 9, Gage 08070500, line 32, https://reduceflooding.com/wp-content/uploads/2018/07/sir20185070.pdf

[35]https://reduceflooding.com/2018/06/23/do-local-sand-mines-follow-best-management-practices/

[36]Page 7, https://www.tceq.texas.gov/assets/public/comm_exec/pubs/sfr/087_08.pdf

[37]Lake Houston Area Chamber of Commerce estimates current population is 286,000.

[38]https://reduceflooding.com/2018/06/23/do-local-sand-mines-follow-best-management-practices/

[39]https://reduceflooding.com/2018/05/04/two-modest-proposals-to-reduce-the-amount-of-sand-coming-downstream/

[40]Page 2, https://reduceflooding.com/wp-content/uploads/2018/07/Jacobs_and_Moroka_2015_Risk_assessment_of_floodplain_mining_pits_in_the_mid-Goulburn_Valley.pdf

[41]https://reduceflooding.com/2018/07/22/how-floodplain-mining-can-lead-to-river-capture/

[42]https://reduceflooding.com/2018/07/22/how-floodplain-mining-can-lead-to-river-capture/

[43]Correspondence with TCEQ.

[44]See https://reduceflooding.com/sand-mining/  Compare best practices from various states and countries by searching on the word “setbacks” within regulations from various states and countries.

[45]Page 18, https://reduceflooding.com/wp-content/uploads/2018/06/LouisianaRecommendedBMPs.pdf

[46]https://reduceflooding.com/2018/07/22/how-floodplain-mining-can-lead-to-river-capture/

[47]https://reduceflooding.com/wp-content/uploads/2018/03/Hurricane-Harvey-Peak-Inflows-36×24.pdf

[48]Conversation between SJRA board members and mine executive during mine tour.

[49]https://reduceflooding.com/wp-content/uploads/2018/05/2018_FloodWarn_Training_Kingwood.pdf

[50]See Section 3.3, https://reduceflooding.com/wp-content/uploads/2018/07/Jacobs_and_Moroka_2015_Risk_assessment_of_floodplain_mining_pits_in_the_mid-Goulburn_Valley.pdf. This report contains an excellent discussion of mitigation strategies for both new and existing pits beginning on page 47.

[51]Compare best practices found on this page: https://reduceflooding.com/sand-mining/

[52]https://reduceflooding.com/wp-content/uploads/2018/06/Malaysia-Sand-mining.pdf

[53]http://www.migflug.com/jetflights/the-10-fastest-aircraft-in-the-world.html

[54]Page 47, https://reduceflooding.com/wp-content/uploads/2018/07/Jacobs_and_Moroka_2015_Risk_assessment_of_floodplain_mining_pits_in_the_mid-Goulburn_Valley.pdf

[55]For example, see page 11 of Louisiana Best Management Practices for description. https://reduceflooding.com/wp-content/uploads/2018/06/LouisianaRecommendedBMPs.pdf.

[56]Estimate calculated from Google Earth.

[57]Page 29, https://reduceflooding.com/wp-content/uploads/2018/06/LouisianaRecommendedBMPs.pdf

[58]Page 20, https://reduceflooding.com/wp-content/uploads/2018/06/LouisianaRecommendedBMPs.pdf

[59]https://reduceflooding.com/2018/07/25/a-closer-look-at-sand-issues-on-the-east-fork-of-the-san-jacinto/

[60]https://reduceflooding.com/gallery/page/15/

[61]https://reduceflooding.com/wp-content/uploads/2018/03/West-Fork-Sand-Stockpiles2.pdf

[62]https://reduceflooding.com/wp-content/uploads/2018/07/Austrailia-Ladson-Mining-River-Stability.pdf

[63]https://reduceflooding.com/2018/07/22/how-floodplain-mining-can-lead-to-river-capture/

[64]Page 20, https://reduceflooding.com/wp-content/uploads/2018/07/Jacobs_and_Moroka_2015_Risk_assessment_of_floodplain_mining_pits_in_the_mid-Goulburn_Valley.pdf

[65]Pages 251-255, https://reduceflooding.com/wp-content/uploads/2018/07/Austrailia-Ladson-Mining-River-Stability.pdf

[66]Page 251, https://reduceflooding.com/wp-content/uploads/2018/07/Austrailia-Ladson-Mining-River-Stability.pdf

[67]Page 250, https://reduceflooding.com/wp-content/uploads/2018/07/Austrailia-Ladson-Mining-River-Stability.pdf

[68]Page 255, https://reduceflooding.com/wp-content/uploads/2018/07/Austrailia-Ladson-Mining-River-Stability.pdf

[69]Personal experience as a business owner.

[70]https://reduceflooding.com/2018/07/01/a-model-for-the-future-of-the-san-jacinto/

[71]https://reduceflooding.com/wp-content/uploads/2018/06/TACA-White-Paper.pdf

[72]https://reduceflooding.com/2018/06/07/taca-spells-out-industry-position-on-societal-and-environmental-benefits-of-sand-mining/

[73]https://reduceflooding.com/2018/06/07/taca-spells-out-industry-position-on-societal-and-environmental-benefits-of-sand-mining/

[74]https://reduceflooding.com/2018/06/23/do-local-sand-mines-follow-best-management-practices/

[75]https://reduceflooding.com/2018/07/27/why-we-must-remove-mouth-bar-on-west-fork-of-san-jacinto/

 

Researching Sand-Mining Best Management Practices, or Lack Thereof, In Texas

“Say what?”

House Bill 571 became the law of Texas in 2011. It requires sand miners to register with the state and follow “applicable environmental laws and rules.” So I put on my Sherlock Holmes hat and tried to determine what those were. After weeks of searching, I had my first clue as to why sand mines on the San Jacinto don’t follow guidelines that are common in other states.

The Texas Commission on Environmental Quality (TCEQ) website is bewildering. TCEQ documents posted online contain:

Simply googling “Texas sand mining best management practices (BMPs)” does not hit the mother lode. So you keep on searching, not knowing whether the information doesn’t exist or you’re just searching the wrong way. You keep thinking, “With a state as business-friendly as Texas, there must be a clear, simple articulation of guidelines somewhere!”

I finally gave up and asked someone at TCEQ to just send me environmental rules, regulations and BMPs for sand mining. It took three tries, but yesterday, I finally got usable information. And the answer is…! THERE ARE NONE FOR THIS PART OF TEXAS … with the exception of  a few EPA guidelines about refueling trucks within sand mines, some elements of the Clean Water Act, and a couple pages in a 133 page application.

The person helping me at TCEQ said that there appear to be:

  • No rules that include a setback distance between a sand mine and the San Jacinto River.
  • No restrictions on TCEQ permitting of sand mines in flood prone areas.

Texas does have guidelines for sand mining along the Brazos River in the John Graves scenic area of the Edwards Aquifer. However, they don’t apply to the San Jacinto River. And they have huge loopholes. For instance, see section 2.5 Stream Crossings and Buffers on Page 8. “Haul-road crossings through the buffer zones should be constructed ONLY WHEN NECESSARY [emphasis added].” 

The closest we come to articulating BMPs for sand mining along the San Jacinto: two pages within a PERMIT APPLICATION (see pages 62 and 63 of 166) to operate a sand mine. There are also some attachments to a letter from the TCEQ to the U.S. Army Corps of Engineers about the nationwide permitting process in Texas (see image at top of page). Neither of these are intuitive places to search for BMPs.

The experience of researching Best Management Practices for sand mining in Texas reminded me of filling out an IRS tax form – minus all the clarity in the IRS forms.

This lack of clarity is a big part of our problem in my opinion.

So what is a burly, cigar-chomping sand miner wearing a Caterpillar gimme cap on a bulldozer supposed to do? Put the dozer in gear and make money, of course. End of rant.

Posted on June 28, 2018 by Bob Rehak

303 Days since Hurricane Harvey

TCEQ Approves SJRA and City Plan to Temporarily Lower Lake Conroe

This morning, I received a press release announcing that the Texas Commission on Environmental Quality (TCEQ) had approved the joint decision by the City of Houston and the San Jacinto River Authority to temporarily lower the level of Lake Conroe during the peak of hurricane season. The lake will be lowered by two feet from 201 mean feet about sea level (msl) to 199 msl between mid-August and the end of September. This will provide buffer against flooding while the Army Corps of Engineers removes excess sediment from the West Fork deposited by Hurricane Harvey that is exacerbating flooding. Because this has legal implications and the Lake Conroe Association fought the lowering, I’m reprinting the entire text of the press release below…with special thanks to Houston City Council Member Dave Martin, Mayor Sylvester Turner,  and SJRA Board Members Kaaren Cambio and Mark Micheletti who lobbied long and hard for this. Also to all the Lake Houston and Lake Conroe residents who made the trek to testify about this issue to the SJRA board.

Text of Press Release

CITY AND SJRA RECEIVE APPROVAL TO MOVE FORWARD WITH TEMPORARY FLOOD MITIGATION PROPOSAL FOR LAKE HOUSTON AND LAKE CONROE

Texas Commission on Environmental Quality will use “enforcement discretion” if flood mitigation releases for Lake Houston and Lake Conroe exceed annual water rights

HOUSTON, TEXAS – Hurricane Harvey deposited tremendous amounts of silt in the West Fork of the San Jacinto River. The silt physically changed the river’s ability to safely pass flows during storms and created the need for a significant dredging project to restore the river’s capacity. As a temporary flood mitigation solution, the City of Houston and the San Jacinto River Authority (SJRA) proposed a temporary, joint reservoir operations strategy for Lake Houston and Lake Conroe. The temporary flood mitigation would be in place for up to two years or until the dredging project is completed.

The proposed strategy involves the pre-release of water from Lake Houston immediately prior to certain storms and the seasonal lowering of Lake Conroe’s water level during the Spring and Fall.  

A significant hurdle to final consideration of the proposed temporary strategy was a decision by the Texas Commission on Environmental Quality (TCEQ) on how releases of water from the two reservoirs would be “accounted for” by the state. TCEQ issues permits that limit how much water can be diverted each year from water supply reservoirs like Lake Houston and Lake Conroe.

The proposal from Houston and SJRA highlights the difficulty of balancing the state’s long-term need for reliable water supplies with the short-term goal of protecting public health and safety while emergency measures are implemented to reduce flood risks.

In a letter to the City of Houston and SJRA on Friday, June 15, 2018, the TCEQ expressed its intent to use enforcement discretion to allow the two agencies to move forward with finalizing their temporary flood mitigation strategy.

The letter states that “if flood mitigation releases . . . result in an exceedance of the annual permitted amounts for diversion or release by SJRA of the City of Houston, the TCEQ Executive Director will exercise enforcement discretion with respect to such exceedance.” The TCEQ’s decision acknowledges the importance of accounting for all diversions from the state’s water supply reservoirs, but it also recognizes the emergency nature of the flood mitigation work being conducted in the San Jacinto River.

The City of Houston and SJRA express their sincere appreciation to the leadership and staff at the TCEQ for their thoughtful consideration of the unique flood challenges that our region is facing. We look forward to finalizing the details of our proposed joint reservoir operations strategy. Additional details on the project including a timeline will be provided as they become available.

ABOUT HOUSTON PUBLIC WORKS

Houston Public Works (www.HoustonPublicWorks.org) is responsible for streets and drainage, production and distribution of water, collection and treatment of wastewater, and permitting and regulation of public and private construction covering a 627-square mile service area. Houston Public Works is accredited by the American Public Works Association. Facebook & Twitter:@HoustonPWE

ABOUT SAN JACINTO RIVER AUTHORITY

Created by the Texas Legislature in 1937, the San Jacinto River Authority is a government agency whose mission is to develop, conserve, and protect the water resources of the San Jacinto River basin.  Covering all or part of seven counties, the organization’s jurisdiction includes the entire San Jacinto River watershed, excluding Harris County.  SJRA is one of two dozen river authorities in Texas, and like other river authorities, its primary purpose is to implement long-term, regional projects related to water management and development. For more information, visit www.sjra.net.