Sunday, October 28, 2018

Coastal Barrier (previously known as the Ike Dike) Galveston Bay Update Army Corp. Engineers Statement

Coastal Barrier (previously known as the Ike Dike) Galveston Bay Update Army Corp. Engineers Statement

I was wrong, and having reassessed the Army Corp of Engineers statement that came out with this new assessment on the Ike Dike (now called coastal barrier), i now support Mr. Stokes and Galveston Bay Foundation in regards to their call on this issue. i was very much against their decision at first. now, after reassessing the Army Corp. statement, and risk factors to the bay there from, i think they should leave well enough alone, i do NOT want to take the risk that are addressed in this new assessment with our precious Galveston, imo.

GALVESTON BAY FOUNDATION

Coastal Barrier Position Statement

Hurricane Ike brought a big storm surge and was catastrophic for many who live or work near Galveston Bay—but a future hurricane could be even bigger and do even more damage. The vulnerability of Industry along the Houston Ship Channel to a large storm surge raises both economic and environmental concerns and may warrant incurring the cost of building a large, expensive storm surge system. However, the placement of large storm surge protection structures in and around the Bay could also present major threats to its natural processes and productivity. It is therefore important to fully evaluate potential impacts to Galveston Bay from any proposed structure and ensure we have mitigated those impacts.

Galveston Bay serves as a nursery for the important commercial and recreational fish and shellfish that so many Texans enjoy eating and provides for a robust economy built around the harvest of shrimp, crabs, finfish, and oysters. In fact, Galveston Bay is one of the most productive estuaries in the country and the most productive in Texas, accounting for a third of both the commercial and recreational harvests of seafood in the state.

A floodgate across the mouth of Bolivar Roads (the pass between Galveston Island and Bolivar Peninsula) could restrict the flow of water in and out of Galveston Bay to and from the Gulf of Mexico. Fewer fish, shrimp, and crabs would float in and out of the Pass. Water flow in the Bay could slow down, meaning there will be less flushing of the Bay. Less salt water entering the Bay means that the Bay’s salinity will decrease. And sediment will fall out of the water column faster because the water will be moving more slowly. This will lead to increased sedimentation in the Houston Ship Channel and throughout the Bay. Major impacts have occurred on many of these parameters in The Netherlands, the location from which much of the structural examples are being drawn.

The U.S. Army Corps of Engineers, in partnership with the Texas General Land Office, began an examination in November 2015 of the feasibility of constructing projects for coastal storm risk management and ecosystem restoration along the Texas coast. The study is scheduled for five and a half years. The length of the study is justified by the fact that a coastal spine on the Texas Coast could be the biggest engineering project contemplated in the United States in the 21st Century. It is essential, that if we move forward on this path, we get it right.

Before any one solution is chosen, all appropriate environmental studies should be completed so that an accurate accounting of all benefits and costs of any structural alternative can be determined. At a minimum, we should understand potential impacts to water quality, circulation, and crabs, shrimp, oysters and fish in the Bay. Should structural components be used to address storm surge, it is imperative that we use the best technology available to minimize restriction of flow through Bolivar Roads. We must also fully mitigate any direct and indirect impacts to the Galveston Bay ecosystem from the construction and operation of such a structure. And to the maximum extent practicable, designers, planners and decision-makers should work with, rather than against nature and seek to keep people and critical infrastructure out of harm’s way through such methods as adoption of strict development and building standards, use of coastal geo-hazard maps, and improved emergency management and evacuation procedures.

If the Corps does move forward with such a project, the total cost for such a structure is estimated to be $12 billion or more. In today’s federal funding climate, even if a good benefit/cost argument is made for the structure, it is not clear funding at that level would ever be appropriated to build the full project. Even if the funding is appropriated, it could be a decade or more to go through all the eminent domain proceedings to condemn land for the project and build the structures.

It is important that we not simply wait to see how this process develops over the next decade, but that we act now to protect our Bay. The most significant driver of a coastal spine is to protect industry along the Houston Ship Channel. We should ensure that industry is as protected and prepared as possible now for a hurricane. Each facility should undertake a risk assessment to determine the potential risk of spills of product from storage tanks during a large hurricane that could flow into local waterways or Galveston Bay. Large storms are predictable events that we can prepare for now. All plants should have a hurricane plan in place and should look at improving their own existing protection or levees. We should also not abandon the idea of building a more affordable flood gate at the upper end of Galveston Bay or in the mid-Bay area. This gate could provide needed protection now while we work towards a more comprehensive coastal barrier. We should also look at constructing levees or gates now in places like the east end of Galveston Island and Clear Lake, that may tie into a larger coastal structure later.

We should get past the idea that this is an all or nothing proposition. Let’s take the appropriate time and money to design, engineer and study a large scale coastal spine before deciding that a large scale coastal spine is the answer. And let’s continue to look at complementary protection measures that can be taken in the short-term to protect the Bay now.


Joint Notice of Availability for the Coastal Texas Protection and Restoration Study Draft Integrated Feasibility Report and Environmental Impact Statement

A Notice by the Engineers Corps on 10/26/2018

This document has a comment period that ends in 73 days. (01/09/2019)

AGENCY: Department of the Army, U.S. Army Corps of Engineers, DoD.

ACTION: Notice of availability.

SUMMARY: Pursuant to the National Environmental Policy Act (NEPA), the U.S. Army Corps of Engineers, Galveston District (USACE) announces the release of the Draft Integrated Feasibility Report and Environmental Impact Statement (DIFR-EIS) for the Tentatively Selected Plan (TSP) of the Coastal Texas Protection and Restoration Study, Texas. The DIFR-EIS documents the existing condition of environmental resources in and around areas considered for development, and potential impacts on those resources as a result of implementing the alternatives.

This public notice is also issued for the purpose of advising all known interested parties that there is pending before the Texas Commission on Environmental Quality (TCEQ) a decision on water quality certification. A copy of the public notice, with a description of work, has been made available for review in the TCEQ's Austin office.

DATES: USACE will accept written public comments on the DIFR-EIS from October 26, 2018 to January 9, 2019. Comments on the DIFR-EIS must be postmarked by January 9, 2019.

ADDRESSES: Public comments can be mailed to: USACE, Galveston District, Attn: Mrs. Jennifer Morgan, Environmental Compliance Branch, Regional Planning and Environmental Center, P.O. Box 1229, Galveston, TX 77553-1229 or emailed to CoastalTexas@usace.army.mil. See website: http://coastalstudy.texas.gov/​ for additional information.

FOR FURTHER INFORMATION CONTACT: Mrs. Jennifer Morgan, (409) 766-3131.

SUPPLEMENTARY INFORMATION: Authority: The lead agency for this proposed action is the USACE. This study has been prepared under the standing authority of Section 4091, Water Resources Development Act of 2007, Public Law 110-114. The non-Federal sponsor is the Texas General Land Office.

Background: This DIFR-EIS was prepared as required by the National Environmental Policy Act (NEPA) to present an evaluation of potential impacts associated with the Coastal Texas Protection and Restoration Feasibility Study (Coastal Texas) TSP. The USACE and the non-Federal sponsor for the study, the Texas General Land Office (GLO), have conducted this study and prepared the DIFR-EIS.

The study area for the Coastal Texas Study consists of the entire Texas Gulf coast from the mouth of the Sabine River to the mouth of the Rio Grande, and includes the Gulf and tidal waters, barrier islands, estuaries, coastal wetlands, rivers and streams, borrow sources, and adjacent areas that make up the interrelated ecosystems along the coast of Texas. The study area encompasses 18 coastal counties along the Gulf coast and bayfronts.

This report presents the proposed alternatives that would reduce the risk of storm damage to industries and businesses critical to the Nation's economy and protect the health and safety of Texas coastal communities. The study analyzed alternatives that involved structural and nonstructural measures. Additionally, the report discusses alternatives intended to address critical coastal ecosystems in need of restoration, including wetlands, seagrass beds, sea turtle nesting habitat, piping plover critical habitat, and bird rookery islands, as well as numerous Federal and State wildlife refuges.

Tentatively Selected Plan: The TSP consists of the Coastal Barrier Coastal Storm Risk Management (CSRM) System, South Padre Island CSRM measure, and a comprehensive set of ecosystem restoration (ER) measures. The Coastal Barrier is a risk reduction system made up of the following features: Floodwalls, floodgates, seawall improvements, drainage structures, pump stations, and surge barrier gates. One fundamental feature of the TSP is surge barrier structures that include floating sector gates for navigation traffic and environmental lift gates across the span at Bolivar Roads between Bolivar Peninsula and Galveston Island. The alternative includes four reaches: Eastern Tie-in Reach, Bolivar Peninsula Reach, Galveston Ring Levee/Floodwall Reach, and West Galveston Island Reach in addition to features located at Clear Creek Channel and Dickinson Bayou. The South Padre Island CSRM measure consists of approximately 2.2 miles of dune and beach restoration along the barrier island on the Gulf, including renourishment cycles. The ER component of the TSP has been formulated to address the habitat loss and degradation from coastal processes. ER measures restore and create habitat and support structural CSRM efforts by providing a natural buffer from coastal storms. ER measures proposed in this study include a combination of features formulated in specific geographic locations to restore diverse habitats and coastal features that provide multiple lines of defense against coastal storms and long term coastal processes. Restoration measures include beach and dune complexes, oyster reefs, bird rookery islands, wetland and marsh complexes, and protection of submerged aquatic vegetation.

A final decision will be made following the reviews and higher-level coordination within the USACE to select a plan for feasibility-level design and recommendation for implementation. The decision will be documented in the Final Integrated Feasibility Report (FIFR)-EIS. Coordination with the natural resource agencies will continue throughout the study process.

Project Impacts and Environmental Compliance: Preliminary studies indicate that the recommended plan's surge barrier gates (proposed as features of the Coastal Barrier) may alter wetland functions by constricting tidal exchange and associated sediment transport, altering hydrosalinity gradients, reducing flow into and out of Galveston Bay, and increasing velocities near the gate openings at specific times. The TSP was formulated to reduce the risk of damages from coastal storms as well as avoid disturbance to environmentally significant resources. Where impacts could not be avoided, they were quantified, and a conceptual mitigation plan was formulated. Impacts would be fully compensated with the restoration of palustrine and estuarine emergent marsh in the amount determined during final feasibility planning. The Coastal Barrier would provide a level of protection to tidal and freshwater wetlands north of the barrier location by serving as a physical barrier against Start Printed Page 54097storm surge during coastal storms. The South Padre Island CSRM feature would restore the beach and dune complex; therefore, providing reduced risk to the area while sustaining and increasing beach habitat, and helping preserve existing wetland habitat on the bayside of the measure. Ecosystem restoration measures would restore the natural features of the Texas coast that provide habitat for many Federally threatened and endangered species and State species of concern. These measures will also maintain a natural buffer for upland areas from coastal processes, relative sea level rise (RSLR), and storm surge, while stabilizing the coastline by absorbing energy from waves and vessel wakes.

The DIFR-EIS presents an evaluation of the potential impacts to soils, waterbottoms, water quality, protected wildlife species, benthic organisms, essential fish habitat, coastal barrier resources, air quality, and noise. Additionally, potential impacts to floodplains, flood control, protected/managed lands, and minority or low-income populations have been evaluated. Steps would be taken to avoid, minimize, and mitigate any potential impacts to the best extent practicable. The USACE is proposing to execute a Programmatic Agreement among USACE, the Texas State Historic Preservation Office, and any NFS, in coordination with the Advisory Council on Historic Preservation and Tribal Nations, to address the identification and discovery of cultural resources that may occur during the construction and maintenance of proposed or existing facilities.

Solicitation of Comments: The USACE is soliciting comments from the public, Federal, State, and local agencies, elected officials, Tribal Nations, and other interested parties in order to consider and evaluate the impacts of this proposed activity. Comments will be used in preparation of the FIFR-EIS. Any comments concerning water quality certification may be submitted to the TCEQ, 401 Coordinator, MSC-150, P.O. Box 13087, Austin, Texas 78711-3087.

Meetings: The Galveston District will hold public meetings at 5:30 p.m. for the DIFR-EIS on the following dates and locations: November 27, 2018 at Bauer Community Center, 2300 TX-35, Port Lavaca, TX 77979; November 28, 2018 at Harte Research Institute at Texas A&M Corpus Christi, 6300 Ocean Dr., Corpus Christi, TX 78412; November 29, 2018 at Port Isabel Event & Cultural Center, 309 Railroad Ave., Port Isabel, TX 78578; December 11, 2018 at Winnie Community Building, 335 South Park St., Winnie, TX 77665; December 12, 2018 at Galveston Island Convention Center, 5600 Seawall Blvd., Galveston, TX 77551; and December 18, 2018 at Bay Area Community Center, 5002 E NASA Parkway, Seabrook, TX 77586.

Document Availability: Compact disc copies of the DIFR-EIS are available for viewing at county libraries throughout the 18 county study area. The document can also be viewed and downloaded from the Galveston District website: http://www.swg.usace.army.mil/​Business-With-Us/​Planning-Environmental-Branch/​Documents-for-Public-Review/​.

Lars N. Zetterstrom,

Colonel, U.S. Army, Commanding.

[FR Doc. 2018-23450 Filed 10-25-18; 8:45 am]

BILLING CODE 3720-58-P


Planning and Environmental Documents for Public Review

DRAFT COASTAL TEXAS PROTECTION AND RESTORATION FEASIBILITY STUDY - DRAFT INTEGRATED FEASIBILITY REPORT - ENVIRONMENTAL IMPACT STATEMENT (Coastal Texas Study DIFR-EIS)

Public Meeting Information for Coastal Texas Study

You may also submit comments by email address CoastalTexas@usace.army.mil or by mailing to this address:

USACE, Galveston District Attention: Ms. Jennifer Morgan Environmental Compliance Branch, RPEC Post Office Box 1229 Galveston, Texas 77553-1229 

Public Review Documents: All comments must be postmarked by January 9, 2019.

snip...see full text;



9/14/17 Terry Singeltary I am extremely disappointed that Mr. Bob Stokes and the GBF caved to the petro chemical industry, on a flimsy notion that the centennial gate will save Galveston Bay. by endorsing this notion when we had momentum finally going for the IKE DIKE after all these years, again, i am extremely disappointed and disturbed by this.

IF anyone thinks that the powers that be, after some 50+ inches of rain or more ever floods Houston again from rain, while 500 gallons or more of gasoline in just one spill, who knows about other spilled fuel, runoff from waste sites, lawn and agricultural fertilizers, pesticides, other pollutants from the regions many other petro chemical plants,enough raw sewage to fill up the grand canyon, that by building the centennial gate @ Fred Hartman bridge and damming up the North end of Galveston Bay and after such a horrible catastrophe such as Tropical Storm Harvey, that the powers that be would ever close those gates and keep them closed with all those poisonous cancer causing toxins up inside Houston, just to save Galveston Bay, well you are dreaming. it will never happen, and the tax payer will suffer just to build a flood gate to only protect the industry, not the people and homes around Galveston Bay. 

Houston or Galveston either one does not bat an eye when one of the sewage waste water treatment plants malfunctions and all of that waste is sent down stream into Galveston Bay.

any Centennial Gate must be paid for by the petro chemical industry.

say NO to the Rice Dike and the Centennial Gate.

SAY YES TO THE IKE DIKE THAT MIGHT PROTECT US ALL!

kind regards, terry

===

Galveston Bay Foundation GBF has not caved to anyone. We are looking for solutions to a complex problem and are asking for complete environmental studies so that potential solutions do not harm the Bay irreparably. We are open to solutions that employ multiple lines of defense as long as those solutions do not ruin the Bay, and we are open to phasing projects if money and environmental studies (or the lack thereof) dictate. Coastal spine gate structures, regardless of whether the levee alignment is on the wet beach (Ike Dike), on raised existing roads (SSPEED), or near the roads (GCCPRD), can have profound negative effects on the Bay's fish and crab populations and on its ecology. The gates will effectively reduce the width of Bolivar Roads by about one half, changing water velocities, currents, and turbulence in the pass and possibly the movement of species such as redfish, flounder, shrimp, and blue crab as they make their way to the passes and to and from the Gulf to reproduce. NO ONE knows the effects on living species or the Bay ecology at the present time. The burden of proof is on the proponents of massive structural solutions to the storm surge threat.

===

10/28/18 Terry Singeltary Galveston Bay Foundation i was wrong, and have reassessed this issue with after the Army Corp of Engineers came out with this new assessment on the Ike Dike (now called coastal barrier), i support Mr. Stokes and Galveston Bay Foundation in regards to their call on this issue...i think they should leave well enough alone, i do NOT want to take the risk that are addressed in this new assessment with our precious Galveston, imo.  Bacliff, Texas 77518 Galveston Bay



FRIDAY, SEPTEMBER 15, 2017 

GBF Stokes Caves to Petro Chemical Industry abandons Ike Dike for Centennial gate: Cost must be considered in building storm surge barrier



Terry S. Singeltary Sr.

Thursday, August 16, 2018

GALVESTON BAY 2018 REPORTED CARD

GALVESTON BAY 2018 REPORTED CARD

GRADE C

That Galveston Bay could receive C for overall health despite facing these monumental issues shows how resilient it is. It offers hope that we can continue to make changes in the way we live to lessen the negative impact on water quality, habitat like wetlands and seagrasses, and wildlife. 

Galveston Bay is a vibrant, resilient ecosystem, but faces an uncertain future. The Bay’s watershed is home to the fifth largest city in the U.S., Houston. It is also home to three ports, and remains a hub for the manufacturing and refining of chemicals and petroleum products. However, people, industry, and commerce often come with environmental challenges. Galveston Bay’s most significant problems are tied to pollution, declines in habitat acreage, and the impacts of climate change, such as sea level rise.

That Galveston Bay could receive a grade of C for overall health despite facing these monumental issues shows how resilient it is. This offers hope that we can change our negative impact on water quality, wetlands, seagrasses, and wildlife. But a healthier Galveston Bay is in everyone’s interest.

(About the grade: The combined GPA for all six categories together is a 2, which registers in the low C range. Unfortunately, the combined grade does not include grades for three of our indicators: Litter and Trash, Wetlands and Oyster Reef Acreage - There were not enough data available on these indicators to include them in the overall grade. We hope you will join us in encouraging local, state, and national leaders to pass legislate on, and provide funding, that will improve monitoring and address these issues.



https://www.galvbaygrade.org/


TSS

Thursday, April 12, 2018

EPA Announces San Jacinto River Waste Pits Cleanup Action

Subject: EPA Announces San Jacinto River Waste Pits Cleanup Action

News Releases


News Releases from Region 06

EPA Announces San Jacinto River Waste Pits Cleanup Action

04/09/2018
Contact Information: 
Jennah Durant or Joe Hubbard (R6Press@epa.gov)
214 665-2200
DALLAS – (April 9, 2018) Today, the U.S. Environmental Protection Agency (EPA) announced that an agreement has been reached with International Paper Company and McGinnes Industrial Maintenance Corporation to perform a remedial design for the San Jacinto River Waste Pits Superfund Site selected remedy. The selected cleanup action addresses the potential dangers posed by dioxin contamination at the site in Harris County, Texas.
“This agreement marks the next step in my commitment to the people of Harris County to expedite the remediation of the San Jacinto Waste Pits site,” said EPA Administrator Scott Pruitt. “EPA will ensure that the remedial design removes all the contamination as quickly and safely as possible and permanently protects the health and safety of the surrounding communities and the San Jacinto River.”
The EPA’s cleanup plan, with support from state partners and the U.S. Army Corps of Engineers, includes installing engineering controls before excavating approximately 212,000 cubic yards of dioxin contaminated material for disposal. The estimated cost for the remedy is $115 million, representing a reasonable value for the cost incurred.
The agreement is a result of expedited negotiations between EPA and representatives from both International Paper Company and McGinnes Industrial Maintenance Corporation for design of the cleanup. The remedial design is estimated to take about 29 months to complete to ensure waste is safely and properly contained during construction and removal. The design work will be performed by the companies under the oversight of EPA and Texas Commission on Environmental Quality. The current quarterly cap inspection and maintenance program will continue while the remedial design is being completed.
EPA’s decision is based on extensive studies of the contamination, and human health and environmental risks of this site. The final cleanup plan considers the ever-changing San Jacinto River, which encroaches on the site, while protecting important downstream resources including the Galveston Bay estuary.
EPA added the San Jacinto River Waste Pits Superfund Site to the National Priorities List of Superfund sites in 2008 after testing revealed contamination from dioxins and furans near the waste pits. The site consists of two sets of impoundments, or pits, built in the mid-1960s for disposing solid and liquid pulp and paper mill wastes that are contaminated with dioxins and furans.
While the remedial design is ongoing, the U.S. Department of Justice and EPA will begin negotiations with the potential responsible parties to enter into a consent decree regarding construction of the remedy.
The San Jacinto Waste Pits site is included on EPA’s Superfund Task Force list of sites targeted for priority action. These sites require timely resolution of specific issues to expedite cleanup and redevelopment efforts.

Thursday, March 29, 2018

Dickinson bayou, tidal flow rate, gum bayou, and drainage

Dickinson bayou, tidal flow rate, gum bayou, and drainage

Once the pumps are installed Bayridge, gum bayou opened up, water gets to Dickinson bayou, what next? With another event such as Harvey, once you get water to Dickinson bayou, with said improvements, minus no improvements to tidal movements of Dickinson bayou, will there be any overall change? My guess is that this will be a very costly experiment, when previous studies has shown that DICKINSON BAYOU NEEDS TO BE DREDGED AND CLEANED OUT. Imo, you need to drain straight to bay via 96 and 646, improve existing drainage to correct the back flow from bay...

DICKINSON BAYOU WATERSHED REGIONAL DRAINAGE PLAN PHASE III

COMBINATION ALTERNATIVE SUPPLEMENT TO PHASE n PRELIMINARY ALTERNATIVE DESIGN REPORT PREPARED FOR: GALVESTON COUNTY, TEXAS AND THE TEXAS WATER DEVELOPMENT BOARD PREPARED BY: WALSH ENGINEERING, INC. In Association with: DODSON & ASSOCIATES, INC. VAZQUEZ ENVmONMENTAL SERVICES, INC. and VERNON G. HENRY & ASSOCIATES, INC. 

PRELIMINARY DRAFT FOR REVIEW May 30,1994

The results from the HEC-l analysis using the rain gage data produced a peak flow rate of 38,000 cfs (at State Highway 146) as compared to a flow rate of 27,000 cfs predicted for a 24-hour, 100-year storm. This indicates that the overall rainfall totals for the Dickinson Bayou watershed were well above levels associated with a lOO-year frequency storm event. A study of the existing conditions in the watershed and in Dickinson Bayou and its tributaries was completed to update the lOO-year flood plain boundary and identify the current potential for flooding damage. The complete study is presented in two reports: «Dickinson Bayou Regional Drainage Plan: Hydraulic Baseline Report' (August 1992) and «Dickinson Bayou Regional Drainage Plan: Supplement to Phase I Hydraulic Baseline Report' (October 1993). A brief summary of the results of the study are presented here. A lOO-year storm, a rainfall event that has a 1% chance of occurring in any given year, would produce a total of approximately 13 inches of rain over a 24-hour period. If this storm occurred over the Dickinson Bayou watershed, the results as shown in Exhibit 5 are predicted to occur. Approximately 35,000 acres, or 55 % of the watershed area, would be in the flood plain. The depth of water would vary from inches at the fringes of the flood plain to almost 18 feet deep along Dickinson Bayou upstream of Cemetery Road. Most minor road crossings would be overtopped and major roadways such FM 517 at Dickinson Bayou and Gum Bayou, Cemetery Road at Ditch 90, State Highway 3 at Benson Bayou, FM 646 at Benson Bayou and Gum Bayou, and FM 1266 at West Gum Bayou would also be overtopped. The main bridges of Interstate Highway 45 and State Highway 6 would remain passable for all traffic from the area and also from Galveston Island if an evacuation was ordered. The cost of flood damages as a result of a 100-year storm occurring in 1993 is estimated to be $97,051,100. A breakdown of this estimated cost is presented in Table 8.

SNIP...

Preliminary Combination AlfernaHve Number 3 The City of League City Master Drainage Plan included regional detention facilities in the Bensons Bayou and Gum Bayou watersheds_ In order to provide coordination with the League City plan, Combination Alternative Number 3 includes full detention for these two tributaries_ Other aspects of this alternative are identical to Combination Alternative Number 2. The HEC-l hydrologic analysis of this alternative indicates that, because of timing effects, regional detention in the Bensons Bayou watershed actually increases IOO-year peak flow rates in Dickinson Bayou. Therefore, regional detention is not recommended for this tributary. For Gum Bayou, the regional detention facility provides a decrease in IOO-year peak flow rates in Dickinson Bayou. However, these peak flow rates are already well below existing levels because of the presence of other regional detention basins throughout the Dickinson Bayou watershed. In addition, the reach of Dickinson Bayou below the Gum Bayou confluence is subject to inundation by the IOO-year storm surge from Galveston Bay. Therefore, the incremental cost of regional detention in the Gum Bayou watershed does not provide any significant incremental benefit in the form of flood plain reduction. 

SNIP...

CONCLUSION OF ANALYSIS

The following conclusions may be drawn from the results of the alternatives analysis. 1) The Channelization/Diversion Alternative has the lowest cost, but will involve the greatest environmental damage and thus the highest environmental mitigation cost. 

2) The No-Action Alternative clearly involves the highest total cost and the greatest flooding potential of the five alternatives. 

3) The Non-Structural, Detention, and Combination Alternatives are comparable in terms of cost, but the Non-Structural Alternative will create the least amount of environmental damage. 

4) The Channelization/Diversion, Detention, and Combination Alternatives leave far smaller amounts of residual flood plain than the No-Action and Non-Structural Alternatives, thus providing the greatest potential for future development and economic growth. 

5) The Non-Structural Alternative will result in major losses in taxable property by rendering the flood plain undevelopable and under public ownership. The amount of developable acreage left in the watershed under this alternative may not be adequate to support the cost of the plan. 

6) The Combination Alternative will probably be the most effective in terms of meeting the goals of lowering the total cost, reducing the residual flood plain and potential flood damages, increasing the potential for economic development and the capacity to fund a regional drainage plan, and providing environmental safeguards.  

SNIP...

As expected, the No-Action, Non-Structural, and Detention Al- RECOMMENDATION ternatives have a very high cost per net acre when compared to the Channelization and Combination Alternatives. In addition, the implementation of these alternatives is unlikely due to unacceptable socioeconomic and environmental concerns. The Channelization/Diversion Alternative is approximately 25% cheaper than the Combination Plan. However, the Channelization/Diversion Alternative is not likely to be implemented, for the following reasons: 

• Extremely wide right-of-way for channel expansion will be required; 

• Residential property and business will have to be displaced to make room for channel improvements; 

• A large initial cost is involved which is difficult to divided into phases; 

• The environmental impact to sensitive areas may be significant enough to be unacceptable to regulatory entities; 

• The plan may not have public support. 

Therefore, the Combination Alternative is recommended as the preliminary design of the final drainage plan for the Dickinson Bayou watershed. The final plan will be developed in detail upon review and comment of this report by the Texas Water Development Board, Galveston County and all other entities participating in this study. The final plan is likely to be divided into a series of several short-range and long-term plans, based on location and timing of drainage facilities that are normally associated with development trends. 


Dickinson Bayou is a 22.7-mile-long, slow-moving coastal stream that drains into Dickinson Bay, a subunit of the Galveston Bay system. Along most of its length the bayou is tidally influenced, while the uppermost reach, from its headwaters to 2.5 miles downstream of FM 517, is not. Dickinson Bayou has ten main tributaries: Oak Creek, Algoa Bayou, and Hickory Bayou in the portion above tidal influence and Gum Bayou, Bensons Bayou, Giesler Bayou, Bordens Gully, Cedar Creek, Hulen Park Bayou, and Arcadia Bayou in the tidal portion. Near its mouth Dickinson Bayou has a significant deep section, where the bottom of the channel dips below the level of the channel at the outlet to Dickinson Bay. This deep section affects the mixing of salt and fresh water in the bayou and the water’s flow to the bay.


This deep section affects the mixing of salt and fresh water in the bayou *and the water’s flow to the bay.

*and the water’s flow to the bay.

 Stream segment 1104 is Dickinson Bayou above tidal reach which flows 7.3 miles from FM 528 to 1.2 miles downstream of FM 517. Segment 1103 is the Dickinson Bayou tidal reach which starts 1.2 miles downstream of FM 517 and flows 16.4 miles to the Dickinson Bayou confluence with Dickinson Bay. Flow regimes in the two reaches are markedly different. The above tidal reach is a relatively narrow, shallow stream (1 to 3 ft deep) with moderate to slow moving water, whereas the tidal reach is a wider, predominantly deep channel (5 to 20 ft deep) with very sluggish flow. 

Streamside vegetation is characteristic of the two stream segments flow regimes. The above tidal reach is characterized by dense riparian vegetation that limits sunlight exposure whereas vegetation in the tidal reach is less dense and allows more exposure to sunlight. The topography of the watershed slopes gently towards the bayou. Landsurface altitude varies from about 50 feet above mean sea level in the western edge to sea level at the eastern mouth of the Bayou. Soils are clays or loams with low permeability. The narrow, shallow channels of the headwaters to Dickinson Bayou are often blocked by fallen trees and scrub-shrub debris. These natural “snags” from trees and debris slow down the flow of flood waters and have caused over-bank flooding into riparian and coastal flatwood forests along the bayou as well as urban development projects. 






Spillway inlet outlet canal Permit 5972 Hwy 146 Bacliff Texas pdf file


The HL&P canal was initially dredged in 1972. According to specifications contained in the permit, it was to be 18 feet deep all the way from Galveston Bay to Dickinson Bayou. The same permit contained provisions that Dickinson Bayou was to be dredged out all the way out to the Houston Ship Channel. This was never done, not even one time.
This is the specific wording used by the US Army Corps of Engineers in writing to HL&P, before they issued the initial permit which created the canal:

"The decision as to where a permit will be issued will be based on an evaluation of the impact of the proposed work on the public interest. Factors affecting the public interest include, but are not limited to, navigation, fish and wildlife, water quality, economics, conservation aesthetics, recreation, water supply, flood damage prevention, ecosystems, and in general the needs and welfare of the people."

The above was written by the district engineer of the Galveston District, Corp of Engineers. On May 10, 1972, Mr. D. E. Simmons, Vice President of Environmental and Inter-Utility Affairs for Houston Lighting and Power stated in writing to the Corp of Engineers that "continued maintenance is planned." In response, the Corp of Engineers issued a Public Notice on November 9, 1972 announcing plans for the HL&P proposals which included the obligation for the utility company to perform continued maintenance dredging. It was understood and agreed upon that the utility would maintain the canal by periodically dredging it and the adjoining bayou, in order to prevent what has now happened. As stated earlier, no such dredging has ever been performed since that 1972 statement. Due to the fact that the dredging maintenance was never performed, the HL&P canal and Dickinson Bayou have both filled in on the ends. This has caused what is called a ''Hydraulic Effect". Hydraulic Effect on Dickinson Bayou means the bayou is twenty-five to thirty feet deep until it gets close to the bay where it shoals to just six or eight feet. That that the bayou cannot ever flow correctly and get properly flushed out. All of the sediment from runoff collects into the mud of the bayou (ie: fertilizer, pesticides, and the waste from the sewer plants.) If the mouth of this bayou and both sides of the HL&P canal were continually dredged as stipulated in the original permit, this hydraulic effect would not be in play. If the bayou was dredged as stipulated in the permit, the lab analyst said that Dickinson Bayou would healing itself immediately. He said, "Mother Nature will eat up all the black muck with natural bacteria once there is a normal oxygen level and good tidal flow. This applies to the canal as well.

Dickinson Bayou and the shoreline can be fixed. It can be a vibrant, aquatic productive estuary once again. Dolphins, alligators, and all manner of wildlife once lived there. The reason our bayou has died is because someone didn't do what they said they were going to do, what they were in fact obligated to do legally.

Who is responsible for this major screw-up? I believe it is a combination of HL&P not doing the dredging they agreed to do, and the Army Corps of Engineers not verifying that work was performed. It all has to do with money. We have put all of the documentation on our web site. To see the flounder kill video and copies of the permits and the drawings of the proposed dredging that was never done please visit 


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A special thanks to Terry Singeltary of Bacliff for all of his help and support. Also, thanks to Texas A&M Galveston Marine Biology Department for their input. We are not finished with our investigation. Look for continued coverage in the next issue of the Seabreeze News. We will be in contact with the Galveston Bay Foundation and their attorney, seeking their knowledge and expertise.

We hope to find some way to open up Dickinson Bayou and both sides of the HL&P canal in order to facilitate the healing and restoration of our bayou and shorelines, as was expressly promised in the contract.

I have never been a ''tree hugger", but we cannot stand by and allow our coastal waters to be destroyed in the name of the almighty dollar, especially when the solution to the main problem is so simple. If you have any information to share or "comments please write us at the Seabreeze News or send an email to:steve@Seabreezenews.com. Steve Hoyland Sr. www.SeabreezeNews.com 

Spillway inlet outlet canal Permit 5972 Hwy 146 Bacliff Texas pdf file




kind regards, terry

Terry S. Singeltary Sr., Bacliff, Texas USA 77518