Boling Reservoir

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Boling Reservoir Information

House Bill 1437, passed by the Texas Legislature in 1999, authorizes LCRA to transfer up to 25,000 acre-feet of water per year to Williamson County under certain conditions. The bill requires an additional charge to be added to the base water rate to pay the costs of mitigating any adverse effects of the transfer of water to Williamson County from the lower Colorado River watershed. This water transfer also should result in "no net loss" of water to the Colorado River watershed.

Water resources developed or conserved to mitigate the water transfer may be acquired from inside or outside of the Colorado River watershed and shall be used to benefit the water services areas of the LCRA's irrigation operations.

The LCRA has contracted with The University of Texas LBJ School of Public Affairs to recommend a definition of the term "no net loss," and assist in the development of a water replacement strategy, and a surcharge rate for the transfer of water from the lower Colorado River basin to Williamson County. LBJ School's recommendations will be based on public comments and advice provided through two
sets of public meetings. The LCRA's Board of Directors will ultimately decide on the definition of no net loss, the appropriate mitigation strategy and final water surcharge rate.

Source:
http://www.utexas.edu/lbj/research/no_net_loss/report/Attachments/Project_Website_Homepage.pdf

A Proposed Reservoir on the San Bernard River

Discussions are ongoing around Boling for construction of a reservoir on the San Bernard River. It would be used to replace the water currently transferred to Williamson County. It would also make water available for irrigation (by pipeline) in that area.

The reservoir would have a surface area of 5,000 acres and capture 50,000 acre-feet of water per year. It would cost approximately $90 million to construct, and would take 7 to 10 years from now to implement.

Everything is at a standstill now until they have a comprehensive environmental impact study so that they can apply for a permit for storage and diversion of "waters of the state"

Major impacts, expected to show up in the study, are associated modification of downstream flows which may affect bay and estuary inflow in the San Bernard basin.

How will this impact us in Brazoria-Sweeny area?

That remains to be learned but our river community needs to be diligently watching progress on discussions of this reservoir. Water is a commodity that is more precious every day. Does water that is rightly headed to Brazoria County need to be going to be diverted to meet demands of San Antonio and Williamson County?

Managing Interbasin Water Transfers
to Achieve No Net Loss

Water Replacement Strategies
San Bernard Reservoir
Provide water supply from a San Bernard River reservoir.


Water Development

How?   This water replacement strategy is based on the construction of a new reservoir on the San Bernard River near Boling to replace the water transferred to Williamson County. The reservoir would capture stream flow and make it available for irrigation. A pump station and pipeline would transport the water from the reservoir to the irrigation districts.

How Much?   The San Bernard reservoir is expected to yield about 30,000 acre-feet of water when all senior water rights are honored. It would capture about 50,000 acre-feet per year and have a surface area of 5,000 acres.

Is it Scaleable?   Generally, the reservoir and water transfer facilities would need to be built at the full capacity of the system. Some elements may initially be sized for a smaller capacity. For example, pipelines to some irrigation areas could initially be constructed with others added at a later time.

Comparability Criteria

Costs?   If the cost were comparable to one to two off-channel reservoirs, as envisioned in the Regional Water Supply Plan, and pumping and pipeline costs are added , the initial cost would be approximately $90 million. Annual costs to operate pumping and pipeline systems needed to transport the water to the irrigation districts are estimated at $50 per acre-foot. Detailed studies of this strategy have not been performed and the costs are difficult to estimate without that information. These estimates should be viewed as very preliminary.

Benefits?   Significant deep water habitat would be developed, and the wetlands in the rice areas would be sustained by the availability of water.

Sustainability?   This alternative is sustainable, assuming that upstream erosion and sediment accumulation in the reservoir do not significantly reduce its long-term storage capacity.

Reliability?   The reliability of this reservoir is based on firm yield principles, which take into account the drought of record. Therefore, the expected firm yield would be reliable.

Risk?   Obtaining the necessary permits may be difficult. Land for the reservoir must be purchased or condemned. During implementation the pump station will need to be managed in connection with the other irrigation system facilities, making system management more complex.

Permit Requirements?   A permit for storage and diversion of “waters of the state” is required. This is sometimes difficult to obtain if the other surface water permit holders in the basin oppose the permit, or if there is significant environmental or recreational opposition. Section 404 and Section 10 permits from the Corps of Engineers are also required. These permits require a variety of environmental issues to be addressed, including: wetland impacts, habitat impacts, water requirements, and other environmental issues. Pipeline rights-of-way must be obtained.

Implementation Time?   Minimum time to implement could be 7 to 10 years. Planning, environmental studies, and permitting alone could require 5 or more years. Design would require about 1 year, and construction would require about 1 year.

Water Quality?   About the same as the existing supply. Some of the supply would be coming from a different surface water source that would have slightly different quality than the current supply.

Timing of availability?   (by month) Same as the existing supply.

Location of the “developed” water?   A reservoir on the San Bernard River, near Boling

Impacts?   The major impacts are associated with inundation of the reservoir area and modification of downstream flows, which may affect bay and estuary inflow in the San Bernard basin.

Source:
http://www.utexas.edu/lbj/research/no_net_loss/SanBernardReservoir.shtml

Notice of Water Rights Application

Notice is given that H & L NEW GULF INC, P.O. Box 686, Graham, Texas 76450, applicant, seeks to amend Certificate of Adjudication No. 3421-B, pursuant to §11.122 and §11.042, Texas Water Code, and Texas Natural Resource Conservation Commission Rules 30 TAC §§ 295.1, et seq. Certificate of Adjudication No. 13-3421 was issued to Texas Gulf, Inc on February 7, 1985, and authorized the owner, with a time priority of September 13, 1928, to maintain an existing dam and reservoir on the San Bernard River and to impound therein not to exceed 2 acre-feet of water, to maintain an existing off-channel reservoir and to impound therein not to exceed 2150 acre-feet of water, and to divert and use not to exceed 20,000 acre- feet of water per annum from the San Bernard River, Brazos-Colorado Coastal Basin, at a maximum rate of 40,000 gpm (88.89 cfs) for mining purposes in the Seth Ingram Survey, Abstract No. 33, Wharton County, Texas. The certificate, as amended twice, includes mining, municipal, irrigation and industrial use of the authorized water. The certificate, as amended, is currently owned by H & L New Gulf Inc., a Texas Corporation, Leonard Wittig Grass Farms., Inc, a Texas Corporation and Newgulf Power Ventures Inc. H & L New Gulf's share of the certificate, as amended, includes authorization to impound 1.74 acre-feet of water in the on-channel reservoir, to impound 1914.5 acre-feet of water in the off-channel reservoir and to divert not to exceed 17,400 acre-feet of water per annum at a maximum rate of 20,000 gpm from a specific point on the San Bernard River for mining, municipal and industrial purposes and into the off-channel reservoir for subsequent use. Pursuant to a sales option agreement between the applicant and Phillips Petroleum Company, the applicant seeks authorization to amend the certificate: 1) to change the purpose of use of 16,400 acre-feet per annum of their water currently authorized for mining, municipal, irrigation and municipal purposes to industrial purposes; 2) to add a diversion point on the San Bernard River approximately 15 river miles downstream at the diversion point authorized by Phillips Petroleum Company's Certificate of Adjudication No. 13-3423 at their Petroleum Refinery and Petrochemical Complex at Sweeny, Texas; 3) to change the place of use of the water to the Phillips complex at Sweeny; 4) to allow use from the additional diversion point of "run of the river" water, and 5) to allow use from the additional diversion point of water diverted from the up-stream point into the off-channel reservoir and diverted back into the River and conveyed via the bed and banks of the river to the additional diversion point. Applicant has indicated that they will meter the quantity of water diverted from the San Bernard River into the off-channel reservoir for storage and monitor the amount and quality of water diverted back into the San Bernard for transport downstream, pursuant to the "bed and bank" provision of this amendment application, for diversion at the Phillips petrochemical complex in Sweeny, Texas. Applicant has also indicated that they will account for carriage losses during transportation of the water to the new diversion point. No other changes to the certificate is requested. This notice is being sent to you as owner of one of 4 water right holders with a diversion point in the San Bernard River Watershed between the existing diversion point and the requested additional diversion point. Any proposed amendment for "run of the river" water requested in the application at the additional diversion point by the Executive Director will include a condition that it be junior in priority to these 6 water rights on the river in the Brazos-Colorado Coastal Basin.

Written public comments and requests for a public meeting should be submitted to the Office of the Chief Clerk, at the address provided in the information section below by May 1, 2000. A public meeting is intended for the taking of public comment, and is not a contested case hearing. A public meeting will be held if the Executive Director determines that there is a significant degree of public interest in the application.

The TNRCC may grant a contested case hearing on this application if a written hearing request is filed by May 1, 2000. The Executive Director can consider an approval of the application unless a written request for a contested case hearing is filed by May 1, 2000.

Source:
http://texinfo.library.unt.edu/texasregister/html/2000/May-05/in-addition/in-addition.html

THIS is why we need an active organization on the river !! No one was watching this!!

6 Evaluation of Water Replacement Strategies (Draft)

Their document indicates it was last modified July 2005.

6.2 Strategies Evaluated

The following strategies were evaluated as potential sources of water replacement.

1. Balancing reservoir in Garwood Irrigation Division
2. Automated check structure and control system in Garwood Irrigation Division
3. Precision land leveling
4. Groundwater development – LCRA Garwood Irrigation Division
5. Conjunctive use of groundwater in Garwood Irrigation Division
6. Groundwater development – LCRA Lakeside Irrigation Division
7. Groundwater development – LCRA Gulf Coast Irrigation Division
8. Groundwater from Alcoa mine in Milam County
9. Brushy Creek wastewater treatment plant return flow
10. Reservoir on San Bernard River
11. Purchase unused portion of Allen’s Creek Reservoir
12. Reducing urban outdoor water use
13. Purchasing adjoining basin irrigation water rights
14. Purchase Colorado River irrigation water rights
15. Reduced irrigation for second rice crop in Colorado River basin
16. Canal lining in LCRA irrigation districts
17. Conservation of stormwater
18. Desalination

"Ten water replacement strategies were eliminated from consideration based on the fact that they did not satisfy two or more of the decision criteria. These options are: reduced urban outdoor water use; groundwater from Alcoa; adjoining basin irrigation water rights; purchase Colorado River irrigation water rights; San Bernard reservoir; purchase unused portion of Allen’s Creek reservoir; capture of municipal stormwater; desalination; canal lining; and Brushy Creek return flow. Table 6.4 illustrates the primary screening." p. 6

Sources:
The above excerpt was taken from:
http://www.utexas.edu/lbj/research/no_net_loss/report/Evaluation_of_Water_Replacement_Strategies.pdf

The entire document (Draft) can be accessed in multiple PDF files from this link:
http://www.utexas.edu/lbj/research/no_net_loss/report/
 


 

3/3/06: Updates in process and not fully analyzed yet. If you follow through, please email Webmaster with results.

Update August 31, 2004

The following was found at  http://www.utexas.edu/lbj/research/no_net_loss/report/Attachments/2/Round_2_Presentation_Slides.pdf

Welcome to Public Meeting on Water Transfer from the Lower Colorado River to Williamson County
conducted by the LBJ School – University of Texas at Austin
August 31, 2004

Strategies Eliminated from Consideration
Ten water replacement strategies did not satisfy two
or more decision criteria and were eliminated from
consideration:

– Groundwater from Alcoa
– Adjoining basin irrigation water rights
– Purchase Colorado River irrigation water rights
– San Bernard reservoir
– Purchase unused portion of Allen’s Creek reservoir
– Capture of municipal stormwater
– Desalination
– Canal lining
– Reduced urban outdoor water use
– Brushy Creek return flow

Update August 30, 2005

Public Meeting for Initially Prepared Plan Lower Colorado Regional Water Planning Group
August 30, 2005, Burnet, Texas
     This article indicates that the San Bernard River is still a possible water supply source of surface water as part of the Brazos-Colorado Coastal River Basin.
A footnote states: "Includes a water right from the San Bernard River with unconfirmed reliability."
http://www.regionk.org/Presentations/K_08_30_05.pdf

Update August 2005 - Looks like they already have their Environmental Impact Study--presented to the Corp of Engineers.

FINAL PROGRAMMATIC
ENVIRONMENTAL IMPACT STATEMENT
Flood Damage Reduction and Ecosystem Restoration
Lower Colorado River Basin,
Colorado River, Texas
http://www.swf.usace.army.mil/Pubdata/notices/LowerColoradoRiver/
http://www.swf.usace.army.mil/Pubdata/notices/LowerColoradoRiver/AbstractandTOC.pdf

5.4.3 Hydraulics and Hydrology
The implementation of all program components would cumulatively alter the hydraulics and hydrology in the basin by reducing flood heights and altering the duration of flows. Channelization and confinement of the Colorado River and its tributaries would block floodwaters from entering the San Bernard River basin. Structural measures in Wharton would increase peak flows downstream of the project; however, the LCRA/SAWS Project would have a beneficial cumulative effect of reducing that rise in peak flows if the diversion was upstream of Wharton as it would take flood flows from the Colorado River and capture them in off channel detention reservoirs. However, this decrease would probably not be sufficient to mitigate the total increase in peaks flows. Structural measures such as detention basins, and multi-purpose reservoirs would cumulatively retain more water in the upper basin for a longer period and result in more constant flows with attenuated peaks downstream of Lake Travis. Cumulatively, changes in gate operations at existing reservoirs, including Lake Travis, and projects proposed by others, including increased impermeable areas in the basin, would increase water surface elevations below Lake Travis through Travis and Bastrop counties.

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please any member of the OC or  Webmaster