Executive Summary. ES-1

1.0            Introduction  1

1.1            Current Upper Basin Supplies  1

1.2            Comprehensive Sabine Watershed Management Plan  1

1.3            Other Studies  2

1.4            Scope of Work. 3

2.0       Current Conditions. 4

2.1            Projected Demands. 4

2.2            Existing SRA Supplies  5

2.3            Future System Yield  7

2.4            Summary of Additional Water Supply Needs  12

3.0            Alternatives to Meet Identified Shortages. 14

3.1            Prairie Creek Reservoir 14

3.2            Pipeline From Toledo Bend Reservoir 14

3.3            Local Groundwater 17

3.4            Temporary Use of Lake Cherokee Water Supply  18

3.5            Temporary Use of Dallas Lake Fork Supply  18

3.6       Use of Dallas Lake Fork In-Basin Supply  19

3.7            Pipeline from Lake Fork to Lake Tawakoni 20

3.8            Additional Water Delivery Costs  20

4.0            Summary and Conclusions. 22


 

List of Tables

Table 1.  SRA Upper Basin Demands by Customer Type (MGD) 4

Table 2.  SRA Upper Basin Demand by Geographic Area (MGD) 4

Table 3.  Firm Yield of Lake Tawakoni and Lake Fork (acre-feet per year) 5

Table 4.  Firm Yield of Lake Tawakoni and Lake Fork (MGD) 7

Table 5.  SRA Upper Basin Yield Under Various Scenarios (acre-feet per year) 8

Table 6.  SRA Upper Basin Yield Under Various Scenarios (MGD) 9

Table 7.  Additional Supplies Needed for Demand Scenarios (MGD) 12

Table 8.  Prairie Creek Reservoir Cost Summary. 14

Table 9.  Toledo Bend Pipeline Alternatives. 17

Table 10.  Toledo Bend Pipeline Alternatives Cost Summary. 17

Table 11.  Proposed Groundwater Wellfields. 17

Table 12.  Potential Use of Dallas Lake Fork Supplies (MGD) 19

Table 13.  Lake Fork to Lake Tawakoni Pipeline Summary. 20

Table 14.  Additional Customer Facilities. 21

Table 15.  Summary of Additional Supply Needed (MGD) 22

Table 16.  Comparison of Long-Term Supply Alternatives (MGD) 23

 

 

List of Figures

Figure 1.  SRA Upper Basin Supply and Demand. 6

Figure 2.  Lake Fork Reservoir Storage Under Various Operations. 10

Figure 3.  Lake Tawakoni Reservoir Storage Under Various Operations. 11

Figure 4.  General Pipeline Routing. 16

 

 

 


 

Appendix

 

Appendix A.  Upper Basin Customer Demands

Appendix B.  Upper Basin System Yield Analysis

Appendix C.  Prairie Creek Reservoir

Appendix D.  Upper Basin Pipeline Analysis

Appendix E.  Upper Basin Groundwater Analysis


Executive Summary

 

In May 2002, the Sabine River Authority of Texas (SRA) authorized KBR to update and expand investigations of various methods and costs for supplying future water needs in the Upper Sabine Basin.  This report documents the analysis of SRA demands in the Upper Basin and summarizes the alternative supply strategies that were investigated for meeting those demands through year 2050.

 

Key Findings

 

The key findings associated with this study are summarized below:

 

·        Currently, existing water supplies available to the SRA in the Upper Basin include the SRA allocations of Lake Tawakoni and Lake Fork. The yield in these reservoirs is anticipated to decrease in the future due to sedimentation.

   

·        The Upper Basin is expected to have demands for water from SRA that exceed the current SRA supply within the next 10 to 20 years.

 

o       Demand Scenario No. 1. Demands associated with existing SRA contracts and requests for additional supplies, year 2050 new supply needed: 42.5 MGD.

o       Demand Scenario No. 2. Demands associated with existing SRA contracts and requests for additional supplies and additional needs identified by Senate Bill 1 Regional Planning, year 2050 new supply needed: 83.4 MGD.

·        A system yield permit that includes Lake Fork, Lake Tawakoni, and Toledo Bend Reservoir with upstream diversions to the Longview / Kilgore / Henderson area would provide 4 MGD (Million Gallons per Day) of additional supply under projected (conservative)  2050 sedimentation conditions.  The Texas Commission on Environmental Quality’s permitting process encourages system yield permits.

        

·        Short-term Supply Alternatives

 

o       Lake Cherokee.  No additional supply available under its current operation.

o       Dallas portion of Lake Fork.  Dallas is not expected to use its full allocation of Lake Fork water until 2018. This alternative provides the potential to delay construction costs associated with any of the following long‑term supply alternatives, but has considerable contracting issues to resolve between SRA and the City of Dallas.

·        Long-term Supply Alternatives

 

o       Water Conservation. Water conservation is an integral element of SRA’s commitment to provide adequate supplies of high-quality water to municipal, industrial, agricultural, and recreational users of Sabine Basin water.  Water conservation is accounted for in the demand projections used in this study.

o       Dallas “In-basin“ Portion of Lake Fork. According to the Lake Fork water right, 10.6 MGD of the Dallas allocation cannot be transferred out of the Sabine Basin. This supply could be acquired by SRA through contractual negotiations and used in the Upper Basin.  This supply could also be reserved to maintain lake levels in Lake Fork for recreational uses. There are significant contracting issues to resolve between SRA and the City of Dallas before this water can be considered a viable option for meeting future demands.

o       Groundwater Development. The Senate Bill 1 Regional Plans identify approximately 45 MGD of potential available supply in the Carrizo Wilcox Aquifer upstream of the Longview/Kilgore/Henderson area. There are significant issues that must still be addressed before groundwater can be considered a viable option for meeting future demands.  These issues include water quality, impact on surrounding well performance, and regulatory issues.

o       Prairie Creek Reservoir. The maximum reservoir yield of 26.5 MGD (reservoir with high-flow scalping diversions) is not sufficient to meet either of the year 2050 Upper Basin demand scenarios.

o       Toledo Bend Reservoir Pipeline. A pipeline conveyance project from existing supplies in Toledo Bend Reservoir can be implemented in stages to meet increasing demands through 2050.  This project provides flexibility for construction dates of segments to be adjusted to meet a variety of potential future demands.

·        To meet projected year 2050 demands, Prairie Creek Reservoir, groundwater development, and/or a pipeline from Toledo Bend Reservoir will be needed.

·        The only alternative that alone can meet the needs associated with the two demand scenarios is a pipeline from Toledo Bend to the Longview/ Kilgore/Henderson area along with a pipeline from Lake Fork to Lake Tawakoni. 

 

·        Regardless of which identified short or long-term supply alternative is selected by SRA, there will remain a projected need to deliver water from Lake Fork to Lake Tawakoni by year 2015.

 

 

Analysis of Demand and Existing Supply

 

A survey was performed by the SRA of its existing customers, entities that have requested water from SRA, and other retail water suppliers in the Upper Basin.  SRA Upper Basin demands have been grouped into two categories: 1)  Existing Contracts and Requests;  and 2)  Existing Contracts, Requests and Additional Demands from Regional Planning. 

 

Existing supplies available to the SRA in the Upper Basin include the SRA allocations of Lake Tawakoni and Lake Fork.  The yield in these reservoirs is anticipated to decrease in the future due to sedimentation.  Table ES-1 and Figure ES-1 summarize the supplies, demands, and need for additional supplies in the Upper Basin.

 

Table ES-1.  Additional Supplies Needed for Demand Scenarios (MGD)

 

Permitted

2000

2005

2010

2020

2030

2040

2050

SRA Lake Tawakoni Supply

42.5

42.5

42.4

42.2

41.9

41.5

41.2

40.9

SRA Lake Fork Supply

50.7

46.2

45.8