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City of San Angelo
  Water Forum
    August 30, 2012
EV SPENCE
                                                 CITY OF SAN ANGELO
                                                   WATER SOURCES
                       ROBERT LEE




                                                  BALLINGER


                                                                 O.H. IVIE
  GRAPE
  CREEK                 OC FISHER

                                          PAINT ROCK



                             SAN ANGELO




                        LAKE NASWORTHY
 TWIN
BUTTES                                           EDEN
                                                              MELVIN
          CHRISTOVAL



                                                              HICKORY        BRADY

                                                              AQUIFER
Robert Lee
              Garden             Sterling City
               City


         TWIN BUTTES WATERSHED
                                                           Grape Creek




                                                                     San Angelo
                         TWIN BUTTES RESERVOIR



                                                 Mertzon
Rankin        Big Lake                                             Christoval
                          Barnhart




                                                              Eldorado
LAKE NASWORTHY WATERSHED
                                           Ballinger


          Grape
          Creek




                                            Paint Rock
                  San Angelo



                          LAKE NASWORTHY

Mertzon

                                                       Eden



            Christoval
Big Spring


                                  O. C. FISHER WATERSHED
Stanton




          Garden
           City                                                               Robert Lee

                                          Sterling City




                                                                Grape Creek




                                O. C. FISHER RESERVOIR                            San
                                                                                 Angelo


                                                          Mertzon
Sweetwater
                          Colorado City




Big Spring




             E V SPENCE RESERVOIR


                                                                      Winters

                                                        Robert Lee
                  Sterling City



                                                                     Ballinger
E V SPENCE WATERSHED
                                          Grape Creek




                                                        San Angelo
O. H. IVIE
WATERSHED
                                                 Winters

                              Robert Lee
Sterling City                                                        Coleman

                                                  Ballinger



                Grape Creek
                                 O. H. IVIE RESERVOIR

                                                  Paint Rock
                               San Angelo




          Mertzon
                                                              Eden

                                                                          Brady
Thousands of Acre-Feet




                              40
                                                                         120




            20
                                                                               140




        0
                                                    100




                                   60
                                                                                     160
                                                                                                               200


                                                                                           180




                                            80
 1930
 1932
 1934
 1936
 1938
1940
1942
1044
1946
1948


                                                          O. C. Fisher
1950




             Lake Nasworthy
 1952
 1954
1956
1958
1960
1962
1964
1966
1968
1970
 1972
1974
1976
1978
1980
1982
1984
1986
1988
1990
                                                                                                                     Historical Lake Levels




1992
1994
1996
1998
2000
                                                                                                 Twin Buttes




2002
2004
2006
2008
2010
 2012
Ivie Reservoir Capacity Projections
                                  200,000




                                                                  100% of Average Inflow
                                  150,000
Average Inflow (acre-feet/year)




                                  100,000


                                                                          50% of Average Inflow


                                   50,000
                                                            Minimum
                                                          Pumping Level
                                                                                        No Inflow

                                       0
                                        Jun-12   Dec-12        Jun-13          Dec-13               Jun-14
Municipal Water Demands
Water Use Groups

• Residential Use-    62%

• Commercial Use-     18%

• Industrial Use-     4%

• System Operation-   16%
Gallons per Capita Day




                     100
                              150
                                            200
                                                    250




           50


       0
                                    183
1995
1996
1997
                                                  230




1998
1999
2001
2002
2003
2004
                           150




2005
                                      174




2006
2007
                            152




2008
2009
2010
                                                          Average Water Use per Person per Day




2011
                                      177
Water Consumption Goals
250
                             Actuals
200
                                                              Goal

150

100

 50

  0
      1995          2000          2005         2010    2015            2020

             1995          2000        2005     2010   2015      2020
 Goal        n/a           185           174    163    152           140
 Actual      183           199           154    155
Efforts to Reduce Water Usage
Residential Conservation
Commercial Conservation
Decorative Groundcover
Municipal Conservation Efforts
Municipal Pool Renovation--Artificial Turf
Bluffs Nature Walk
Native Plants
Municipal
Infrastructure Improvements
Water Main Replacements


Mains Replaced- 386,095 ft
Construction Cost-
$19,745,000




                             Estimated Water Savings- 500
                             million gallons per year
Valve Replacements
AMR Meter Installation Program
               • 18,000 AMR Installed

               • 28,000 meters replaced
Hickory Water Supply Project
Hickory
 Aquifer




Minor Aquifers
   in Texas
HICKORY AQUIFER
AQUIFER CROSS SECTION
HICKORY WELL FIELD LOCATION


                       O. H. Ivie

 San Angelo




                Eden   Melvin



                                    Brady
                       37,000
                       Acres
9 EXISTING HICKORY WELLS




    Typical Well Location

9                     7
               8            6
          1

                      4     3


                      5     2
Typical Hickory Well
Operating Well
HICKORY WELL FIELD PIPING




            50,700 feet of 8 inch thru 20 inch piping

9             7
        8            6
    1

              4      3


              5      2
Well Field Collector Pipelines

                        16 inch Collector Pipeline




Pipeline Installation
Between Wells
Well Preparation

          Cleaning Well Casing
BOOSTER PUMP STATION


            BOOSTER PUMP STATION




9                  7
              8         6
        1

    WELL FIELD     4    3


                   5    2
Booster Pump Station
30” TRANSMISSION
      MAIN
Concrete Steel Cylinder Pipe
30” Pipeline Installation
Kickapoo Creek Crossing
Transmission Pipeline Status



                       STARTING
                         POINT
                                  PUMP STATION




  TOTAL:       62 MILES
  COMPLETED:   16.5 MILES         WELL FIELD
Groundwater Treatment - Radium Removal

• Treatment Options:
      -Ion Exchange (IX)
      -Reverse Osmosis (RO)

• Pilot Testing Results:
  -Both methods effective in radium removal
  -Ion Exchange Process- 99% water recovery
  -Reverse Osmosis Process- 90% water recovery
Treatment Method: Ion Exchange (IX)



        Pretreatment      Ion Exchange (IX)



                  Phosphate
                                              Finished Water
                                              (99% Recovery)




Well   Granular               Spent                 Disposal to
        Media                 Resin                 Licensed Facility
        Filter
Ion Exchange “Filter” for Radium Removal
RADIOACTIVITY IN THE ENVIRONMENT
Radioactivity in the Environment
                               1.00E+06


                               1.00E+05


                               1.00E+04
Radium Concentration (pCi/g)




                               1.00E+03


                               1.00E+02


                               1.00E+01


                               1.00E+00


                               1.00E-01


                               1.00E-02
                                          Lantern    Glazed Gypsum Granite   Soil   Beans   Teeth   Bone
                                          Mantle     Zircon
                                                    Building
                                                      Tiles
Radioactivity in the Environment
                               1.00E+02




                               1.00E+01
Radium Concentration (pCi/L)




                               1.00E+00




                               1.00E-01




                               1.00E-02
                                            Untreated EPA Drinking Medical (Spa)   Mineral   Wine   Beer   Milk
                                          Hickory Water Water Limit  Water         Water
EPA Standard for Drinking Water

• EPA limit for Radium- 5 piC/l

• Health Risk Assessment for Radium
  -Based on long term exposure

• If 10,000 people consumed 2 liters of water every day
  for 70 years, there would be a possibility of one
  additional incident of cancer
Levels of Radium in Drinking Water

• Hickory Well Field- Average 35 pCi/l

• Millersview-Doole WSC- 68 pCi/l

• City of Brady Wells- 19 pCi/l




   pCi/L-Picocuries per liter
HICKORY PROJECT SCHEDULE

            Collector Piping Complete         May 2012




         Transmission Main Complete                         July 2013




Booster Pump Station and Wells Online                       July 2013




                     IX Plant On-Line                                   July 2014



                                    Jan-12 Jul-12 Feb-13 Aug-13 Mar-14 Sep-14
ADDITIONAL WATER SUPPLY



Hickory Well Field Expansion
Well Field Banking and Allocation Chart Based on 6 mgd Usage

 40,000



 35,000



 30,000

                                                    Banked Water
 25,000


                                                                                                      6 mgd usage
 20,000



 15,000



 10,000
                                                                                                                    Allocated Usage

  5,000



     0
          2013

                 2014

                        2015

                               2016

                                      2017

                                             2018

                                                     2019

                                                            2020

                                                                   2021

                                                                          2022

                                                                                 2023

                                                                                        2024

                                                                                               2025

                                                                                                      2026

                                                                                                             2027

                                                                                                                    2028

                                                                                                                           2029

                                                                                                                                  2030

                                                                                                                                         2031

                                                                                                                                                2032

                                                                                                                                                       2033

                                                                                                                                                              2034

                                                                                                                                                                     2035

                                                                                                                                                                            2036

                                                                                                                                                                                   2037

                                                                                                                                                                                          2038
Well Field Banking and Allocation Chart Based on 9 mgd Usage

 40,000



 35,000



 30,000

                                      Banked Water
 25,000



 20,000
                                                                         9 mgd usage
 15,000
                                                                         2014 - 2018

 10,000
                                                                                                                   Allocated Usage

  5,000



     0
          2013

                 2014

                        2015

                               2016

                                      2017

                                             2018

                                                    2019

                                                           2020

                                                                  2021

                                                                         2022

                                                                                2023

                                                                                       2024

                                                                                              2025

                                                                                                     2026

                                                                                                            2027

                                                                                                                   2028

                                                                                                                          2029

                                                                                                                                 2030

                                                                                                                                        2031

                                                                                                                                               2032

                                                                                                                                                      2033

                                                                                                                                                             2034

                                                                                                                                                                    2035

                                                                                                                                                                           2036

                                                                                                                                                                                  2037

                                                                                                                                                                                         2038
Additional Hickory Wells
Cost Estimate to Expand to 9 mgd Capacity
 • Well Field:                             $10,720,000
    • 5 New Wells Drilled, Equipped
    • Well Field Collector Pipes & Roads

 • Booster Pump Station:                   $   260,000
    • 1 Additional Pump and Electrical

 • Contingencies:                          $ 2,920,000
 • Engineering and Construction Mgmt.      $ 2,160 000

 • Total                                   $16,060,000
Water Supply Management
Twin Buttes Pumping Project
Twin Buttes South Pool Pumps
Flow Through Equalization Channel
Water Flowing Into North Pool
Water Supply Stage
 Drought Level III
Projected Water Supply
                              20,000
                                                    Drought
                              18,000                Level III

                              16,000
Projected Supply, Acre-Feet




                              14,000
                                                                                                        Ivie
                              12,000                                                                   Supply
                                                                                                      Depleted
                              10,000


                               8,000


                               6,000


                               4,000


                               2,000


                                  0
                                       Aug   Sept     Oct   Nov   Dec   Jan   Feb   Mar   Apr   May    Jun   Jul   Aug   Sept   Oct

                                                                              Month
Stage III Water Use Restrictions

• No watering of lawns, shrubs, gardens, golf courses

• City Council may designate days and times for hand
  watering of trees and foundations

• No filling or refilling of swimming pools or fountains

• No washing of vehicles except as needed for public
  health, safety and welfare
Water Usage Surcharges

• Residential accounts- $6.00/1,000 gallons for usage
  over 10,000 gallons

• Apartments- $5.00/1,000 gallons for usage over 3,000
  gallons/apartment unit

• All other accounts- $2.50/1,000 gallons
City of San Angelo
  Water Forum
    August 30, 2012

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City of San Angelo Water Forum August 30, 2012

Notes de l'éditeur

  1. Pipeline installation between wells