5.3.8    Frio County Water Supply Plan

Table 5.3.8-1 lists each water user group in Frio County and their corresponding surplus or shortage in years 2030 and 2050.  For each water user group with a projected shortage, or need, a water supply plan has been developed and is presented in the following subsections.

Table 5.3.8-1.
Frio County Surplus/Shortage

Water User Group

Surplus/Shortage1

Comment

2030
(acft/yr)

2050
(acft/yr)

City of Dilley

1,836

1,780

Projected surplus

City of Pearsall

1,225

1,108

Projected surplus

Rural Area Residential and Commercial

38

0

Projected surplus

Industrial

0

0

No projected demand

Steam-Electric Power

0

0

No projected surplus/shortage

Mining

0

0

No projected surplus/shortage

Irrigation

-76,506

-70,662

Projected shortage – see plan below

Livestock

0

0

No projected surplus/shortage

1    From Table 4-8, Section 4.1 – Water Needs Projections by Water User Group.

5.3.8.1     City of Dilley

The City of Dilley is projected to have adequate water supplies available from the Carrizo Aquifer to meet the city’s projected demand during the planning period.

Working within the planning criteria established by the SCTRWPG and the TWDB, it is recommended that the City of Dilley implement the following water supply plan (Table 5.3.8-2).

§         Municipal demand reduction (conservation) to be implemented in 2000.  This project can provide an additional 51 acft/yr beginning in year 2000, decreasing to 34 acft/yr of supply in 2050 (See Section 6, Supplement 2 and Volume III, Section 1.1).

Table 5.3.8-2.
Recommended Water Supply Plan for the City of Dilley

 

2000 (acft/yr)

2010 (acft/yr)

2020 (acft/yr)

2030
(acft/yr)

2040
(acft/yr)

2050
 (acft/yr)

Projected Need (Shortage)

0

0

0

0

0

0

Recommended Plan

 

 

 

 

 

 

Demand Reduction (Conservation) (L-10 Mun)

51

54

57

32

33

34

Total New Supply

51

54

57

32

33

34

The costs of the recommended plan for the City of Dilley are shown in Table 5.3.8-3.

Table 5.3.8-3.
Recommended Plan Costs by Decade for the City of Dilley

Plan Element

2000

2010

2020

2030

2040

2050

Demand Reduction (Conservation) (L-10 Mun)

 

 

 

 

 

 

Annual Cost ($/yr)

$12,504

$12,497

$12,523

$3,561

$3,550

$3,540

Unit Cost ($/acft)

$245

$231

$220

$111

$108

$104

 

5.3.8.2     City of Pearsall

The City of Pearsall is projected to have adequate water supplies available from the Carrizo Aquifer to meet the city’s projected demand during the planning period.

Working within the planning criteria established by the SCTRWPG and the TWDB,
it is recommended that the City of Pearsall implement the following water supply plan
(Table 5.3.8-4).

§         Municipal demand reduction (conservation) to be implemented in 2000.  This project can provide an additional 133 acft/yr beginning in year 2000, decreasing to 90 acft/yr of supply in 2050 (See Section 6, Supplement 2 and Volume III, Section 1.1).

Table 5.3.8-4.
Recommended Water Supply Plan for the City of Pearsall

 

2000 (acft/yr)

2010 (acft/yr)

2020 (acft/yr)

2030
(acft/yr)

2040
(acft/yr)

2050
 (acft/yr)

Projected Need (Shortage)

0

0

0

0

0

0

Recommended Plan

 

 

 

 

 

 

Demand Reduction (Conservation) (L-10 Mun)

133

141

148

84

87

90

Total New Supply

133

141

148

84

87

90

 

The costs of the recommended plan for the City of Pearsall are shown in Table 5.3.8-5.

Table 5.3.8-5.
Recommended Plan Costs by Decade for the City of Pearsall

Plan Element

2000

2010

2020

2030

2040

2050

Demand Reduction (Conservation) (L-10 Mun)

 

 

 

 

 

 

Annual Cost ($/yr)

$32,648

$32,655

$32,629

$9,349

$9,360

$9,370

Unit Cost ($/acft)

$245

$232

$220

$111

$108

$104

5.3.8.3     Rural Area Residential and Commercial

The rural area of Frio County is projected to have adequate water supplies available from the Carrizo Aquifer, Sparta Aquifer, and Queen City Aquifer to meet the water user group’s projected demand during the planning period.

5.3.8.4     Industrial

There is no projected industrial water demand in Frio County, therefore no water management strategies are recommended for this water user group.

5.3.8.5     Steam-Electric Power

Steam-electric power is projected to have adequate water supplies available from the Carrizo Aquifer, Sparta Aquifer, and Queen City Aquifer to meet the water user group’s projected demand during the planning period.

5.3.8.6     Mining

Mining is projected to have adequate water supplies available from the Carrizo Aquifer, Sparta Aquifer, and Queen City Aquifer to meet the water user group’s projected demand during the planning period.

5.3.8.7     Irrigation

Irrigation’s current water supply is obtained from the Carrizo Aquifer, Sparta Aquifer, Queen City Aquifer, and run-of-river rights.  Irrigation is projected to need additional water supplies in the planning year 2000.  The following options were considered to meet the irrigation projected need:

§         Demand Reduction (Conservation) (L-10 Irr.) (See Section 6, Supplement 2)

Working within the planning criteria established by the SCTRWPG and the TWDB, it has been found that it is not economically feasible to meet all of the projected irrigation needs at this time, since the cost of the water management strategies with enough water supply to meet the needs far exceeds the ability of irrigators to pay for the water.  However, the irrigation water conservation option will meet a part of the projected irrigation needs in Frio County where further irrigation conservation opportunity exists.  It is recommended that individual irrigators implement the following water supply plan to meet a portion of the projected need for irrigation (Table 5.3.8-6).

§         Demand Reduction (Conservation) to be implemented in 2000.  This project can provide an additional 5,947 acft/yr of supply.

Table 5.3.8-6.
Recommended Water Supply Plan for Irrigation

 

2000 (acft/yr)

2010 (acft/yr)

2020 (acft/yr)

2030 (acft/yr)

2040 (acft/yr)

2050 (acft/yr)

Projected Need (Shortage)

71,125

67,645

64,365

76,506

73,520

70,663

Recommended Plan

 

 

 

 

 

 

Demand Reduction (Conservation) (L-10 Irr.)

5,947

5,947

5,947

5,947

5,947

5,947

Total New Supply

5,947

5,947

5,947

5,947

5,947

5,947

The costs of the recommended plan to meet the irrigation projected need are shown in Table 5.3.8-7.

Table 5.3.8-7.
Recommended Plan Costs by Decade for Irrigation

Plan Element

2000