caldwell county regional water and wastewater planning study

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C O N S U L T I N G E N G I N E E R SAppendix MWater Treatment Facilities Cost EstimateWastewater Treatment Facilities Cost EstimatesKlotz Associates Project No. 0972.000.000January 2010APPENDIX-MCaldwell County Regional Water and Wastewater Planning StudyFinal Report
APPENDIX MCaldwell County Regional Water and Wastewater Planning StudyRegional Water PlanningWater Transmission Line OptionsPrepared June 2009PROJECT COST SUMMARY WITH 12" DISTRIBUTION SYSTEMITEM NO.ITEM DESCRIPTIONAMOUNT1 Line 1A - Groundwater Source Route to Lockhart$33,800,0002 Line 1B - Groundwater Source Route to Luling$30,200,0003 Line 1C - Surface Water Source Route to Luling$51,300,0004 Line 2 - SH 130 North Route$10,221,1285 Line 3 - Northwest Route to Uhland$6,282,9226 Line 4 - SH 130 West$8,608,917Level of Cost Projection: The engineer has no control over the cost of labor, materials, or equipment, or over the Contractor’s methods ofdetermining prices, or over competitive bidding or market conditions. As a result, this opinion of probable constructioncost is based on thePage 1 of 1
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CALDWELL COUNTY REGIONAL WATERAND W
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C O N S U L T I N G E N G I N E E R
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flows without impacting environment
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viable for Caldwell County are wate
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parameters and needs. For purposes
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SECTION 1INTRODUCTION1.1 Background
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A Grant Application for a Regional
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1.4 Participants and SponsorsThe Ca
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SECTION 2CALDWELLL COUNTY CHARACTER
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Construction for segments 5 and 6 o
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Watershed and Peach Creek Watershed
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2.4 Certificates of Convenience and
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Klotz Associates Project No. 0972.0
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GRAPH 2-1Lockhart, Texas Monthly Av
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water quality in the county. Finall
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SECTION 4GROUNDWATER4.1 Groundwater
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efore 1953. Deterioration in water
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loose sand. The sand tends to be fr
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4.3 Groundwater Conservation Distri
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support the efforts of PCCD. The di
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SECTION 5SURFACE WATER5.1 GeneralSu
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GRAPH 5-1Caldwell County Total Surf
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GRAPH 5-2TWDB- Caldwell County Hist
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SECTION 6POPULATION6.1 Population P
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GRAPH 6-1TWDB Population Projection
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GRAPH 6-3Texas State Data Center Po
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TABLE 6-2Planning Study Population
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7.1.2 City of LockhartThe City of L
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Neiderwald. The service area in Cal
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purchase capacity of 6.0 MGD. The a
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Lockhart. The plant is capable of d
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In 1994 GBRA began operating the Ci
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7.3.5 Sweetwater Utility, LLCSweetw
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TABLE 8-1Caldwell County - TWDB His
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Municipal water demand projections
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applicable. A “P” in the Region
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the modified TSDC Scenario 1.0, sho
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GRAPH 8-3Caldwell County Survey Res
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GRAPH 8-4Caldwell County Yearly Wat
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espectively from the information pr
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TABLE 9-6Caldwell County Projected
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10.3 United States Environmental Pr
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10.4.3 Source Water ProtectionSourc
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10.6.1 E.coli PotentialIt is estima
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TABLE 10-4Estimated Loadings from U
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The proposed GBRA Mid-Basin Project
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11.1.3 Lower Guadalupe Water Supply
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the maximum available groundwater f
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An ASR is a viable solution. Ground
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The water conservation strategy is
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SECTION 12REGIONAL WATER PLANNING12
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TABLE 12-2Caldwell County Water Sup
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12.3.2 DistributionThe water will b
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12.4 Water System Cost EstimatesVar
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300272GRAPH 13-1Caldwell County OSS
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2. The Martindale Regional Facility
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decentralized system providing sewe
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Unfortunately, the simplicity of O&
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associated costs. Efficient and fun
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14.3 Water Quality Concerns and Sou
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wastewater plant return flows. The
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14.6 Recommended Load ReductionsLoa
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14.7.2 Water Quality Development Or
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14.8.3 Vegetative Filter StripsVege
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Use constructed wetlands to capture
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14.12 Implementation Recommendation
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Type II reclaimed water is defined
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Pollutant loading to streams from e
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Future growth in Caldwell County wi
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14.12.4 OSSF Annual Inspection and
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Water Quality Monitoring Program -
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execute strategies. Local, state, a
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the environment. Funding for the pr
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the watershed organizations should
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water or groundwater to meet future
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Mid-Basin Project and associated fa
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APPENDIX B
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APPENDIX B0 / ?% '(0 ;6 ) , 6
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APPENDIX B ) ) ) B C * (
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APPENDIX B &# ! % 44' # (0 5#
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APPENDIX B # %# '(=. )1. )@. )
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State WellNumber6702902670290567029
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Page 215 and 216: State WellNumber6713603671360567136
Page 221 and 222: APPENDIX EThe tables presented in t
Page 223 and 224: APPENDIX EWaterUserGroupTABLE 7PROJ
Page 225 and 226: APPENDIX ERules of the Gonzales Cou
Page 227 and 228: APPENDIX EAVERAGE QUEEN CITY OR SPA
Page 229 and 230: Historical Water Use Summary by Cou
Page 231 and 232: Historical Water Use Summary by Gro
Page 233 and 234: C O N S U L T I N G E N G I N E E R
Page 235 and 236: UseCodePriority DatePriority Month,
Page 237 and 238: CountyName1 = Anderson 52 = Crane 1
Page 239 and 240: WRNoWRTypeWRSeqAPPENDIX GTCEQ SURFA
Page 241 and 242: APPENDIX HWATER CONSERVATION MEASUR
Page 243 and 244: APPENDIX HWater Rate StructureAn in
Page 245 and 246: APPENDIX HLeak Detection and Repair
Page 249 and 250: APPENDIX I• The cities of Kyle, L
Page 253 and 254: Management MeasureSeptic System Ins
Page 255 and 256: Outreach ActivityAgricultural Progr
Page 257 and 258: APPENDIX KWhereas the parties to th
Page 259: C O N S U L T I N G E N G I N E E R
Page 265: RESPONSE TO WRITTEN COMMENT BY JOHN
Page 269 and 270: APPENDIX MCaldwell County Regional
Page 277: APPENDIX NTEXAS WATER DEVELOPMENT B
Page 282 and 283: APPENDIX NKlotz Associates, Inc.Res
Page 284 and 285: APPENDIX NKlotz Associates Response
Page 286: C O N S U L T I N G E N G I N E E R
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