caldwell county regional water and wastewater planning study

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State WellNumber671930267193046719306671930867194016719402671950667195076719601671960267196036719605Aquifer Depth Date B/U pH Silica Calcium Magnesium Sodium Potassium Carbonate Bicarb. Sulfate Chloride Fluoride Nitrate124WLCX 370 5 / 17 / 1946 U 0 198 120 196 2124WLCX 190 8 / 9 / 1946 U 0 118 13 70 0DissolvedSolidsSpec. CondumhosHardnessas CaCO3% Sodium SAR RSC124WLCX 406 1 / 8 / 1964 B 8.1 11 13 8.1 c 846 0 720.2 16 920 1.8 2170 3840 65 96 45.52 10.49124WLCX 330 1 / 8 / 1964 B 6.7 43 142 31 92 5.3 0 240 190 212 0.8 0 834 1370 482 29 1.82 0124WLCX 330 1 / 14 / 1970 B 7.6 35 126 30 106 4 0 290.44 180 177 0.6 < 0.4 801 1503 437 34 2.2 0124WLCX 330 8 / 17 / 1977 B 7.9 32 87 24 135 7 0 318.51 194 117 0.2 < 0.4 753 1395 315 48 3.3 0124WLCX 72 1 / 8 / 1964 B 6.6 45 75 21 117 4.3 0 190 172 146 0.6 0 674 1080 274 47 3.08 0100ALVM 27 6 / 25 / 1946 U 0 538 140 164 24124WLCX 120 8 / 6 / 1946 U 0 407 50 83 0124WLCX 36 6 / 25 / 1946 U 0 360 8 18 9.6124WLCX 315 2 / 12 / 1946 U 0 366 3 84 0124WLCX 259 10 / 22 / 1942 B 8.5 16 12 5 409 0 653 163 167 < 0.4 < 0.4 1093 50 94 25.03 9.69124WLCX 259 2 / 0 / 1943 B 8.4 6 2.7 1.7 c 419 5 46 534 178 163 0.2 0 1084 13 98 45.98 10.01124WLCX 259 8 / 19 / 1943 B 8.3 21 29 7 c 385 0 628 180 168 0.5 < 0.4 1099 101 89 16.65 8.27124WLCX 259 5 / 8 / 1945 B 8.4 14 5 1 430 0 609 196 176 0.9 0.9 1123 16 98 45.92 9.65124WLCX 259 7 / 23 / 1947 B 8.5 16 10 4 444 0 732 161 170 0.2 1.3 1166 41 95 30.01 11.17124WLCX 259 1 / 25 / 1951 B 8.6 12 11 6 430 0 652 183 185 0.1 < 0.4 1148 52 94 25.91 9.64124WLCX 259 6 / 21 / 1954 B 8.7 10 2 4 451 0 634 211 185 0.3 0.9 1175 21 97 42.36 9.96124WLCX 259 12 / 12 / 1955 B 8.8 12 2 1 440 0 591 221 178 0.2 < 0.4 1145 9 99 63.43 9.5124WLCX 259 6 / 6 / 1960 B 8.5 3 1 405 0 597 215 183 0.2 < 0.4 1101 1916 11 98 51.73 9.55124WLCX 259 6 / 24 / 1964 B 8.3 14 2 1 433 1.6 14 542 227 175 0.5 0.2 1134 1840 9 99 62.42 9.17124WLCX 259 12 / 2 / 1969 B 8.5 11 1.8 2.06 433 1 10.8 527.19 240 170 0.5 < 0.4 1129 2025 12 98 52.31 8.74124WLCX 259 2 / 27 / 1986 B 8.4 10 79 17 21 2 2.4 252.61 35 46 0.8 5.36 342 675 267 14 0.56 0124WLCX 304 10 / 22 / 1942 B 8.7 17 15 6 405 0 560 223 174 0.6 0.7 1116 62 93 22.35 7.94124WLCX 304 2 / 0 / 1943 B 8.4 8 2 1.4 c 416 5.2 43 457 227 170 0 0 1097 10 98 55.19 8.71124WLCX 304 8 / 19 / 1943 B 8.5 23 27 6 c 393 0 569 226 173 0.5 < 0.4 1128 92 90 17.82 7.48124WLCX 304 5 / 8 / 1945 B 8.4 15 7 1 c 404 0 546 218 174 0.8 < 0.4 1088 21 97 37.83 8.52124WLCX 304 6 / 23 / 1947 B 9 19 7 4 c 441 0 629 222 174 0.2 1.3 1177 33 96 32.94 9.63124WLCX 312 6 / 22 / 1954 B 8.6 13 7 5 c 813 24 647 91 809 0.3 < 0.4 2080 38 97 57.34 10.64124WLCX 307 1 / 25 / 1951 B 8.6 11 9 4 c 419 18 677.29 133 160 0.1 < 0.4 1087 38 95 29.22 10.92124WLCX 307 6 / 22 / 1954 B 8.7 12 3 4 c 437 24 671.19 158 156 0.3 1.3 1125 23 97 38.85 11.32124WLCX 307 12 / 12 / 1955 B 9 12 12 3 c 450 30 646.78 157 174 0.2 < 0.4 1156 42 95 30.1 10.75* Depth value here reflects the bottom of the SAMPLED INT ERVAL which was different from the completed well depthMonday, March 02, 2009 created by the Texas Water Development BoardPage 13 of 16
State WellNumber671960667196076719608671960967196126719613671961467196156719628671962967196436719644671964567196476720101Aquifer Depth Date B/U pH Silica Calcium Magnesium Sodium Potassium Carbonate Bicarb. Sulfate Chloride Fluoride NitrateDissolvedSolidsSpec. CondumhosHardnessas CaCO3% Sodium SAR RSC124WLCX 307 6 / 6 / 1960 B 8.4 6 2 500 4.8 656.55 170 343 0.2 < 0.4 1349 2575 23 97 45.16 10.46124WLCX 307 6 / 20 / 1964 B 8.2 14 5.8 3.8 575 2.2 0 686.2 171 385 0.4 0.8 1495 2500 30 97 45.59 10.64124WLCX 307 12 / 2 / 1969 B 8.5 12 9 5 610 3 8.4 629.7 195 462 0.5 < 0.4 1614 3042 43 96 40.45 9.74124WLCX 307 9 / 12 / 1972 B 7.8 11 7 770 0 646.78 225 710 0.5 < 0.4 2041 3875 56 96 44.66 9.48124WLCX 447 4 / 16 / 1957 B 8.5 2 1 470 14.4 721.22 135 170 0.5 < 0.4 1147 9 99 67.76 12.12124WLCX 447 10 / 15 / 1962 B 8.2 2 3 518 0 673.63 248 239 0.2 < 0.4 1341 2475 17 98 54.12 10.69124WLCX 447 6 / 24 / 1964 B 8.3 14 1.5 1.8 505 2.3 37 642 202 220 0.6 2.5 1302 2100 10 98 65.79 11.53124WLCX 447 9 / 12 / 1972 B 8.6 1 2 482 18 744.41 140 198 0.7 < 0.4 1208 2240 10 98 64.03 12.59124WLCX 331 12 / 12 / 1955 B 9 15 2 1 c 441 0 731 123 170 0.4 < 0.4 1112 9 99 63.58 11.8124WLCX 331 6 / 7 / 1960 B 8.5 2 < 0.5 c 425 0 732 138 200 0.3 < 0.4 1126 1956 7 99 61.27 11.86124WLCX 331 6 / 20 / 1964 B 8.2 14 1.2 1.7 488 3.4 0 716.21 155 229 0.4 1 1245 2040 9 99 67.17 11.54124WLCX 331 12 / 2 / 1969 B 8.6 8 5.4 3.65 630 2 15.6 688.28 145 479 0.6 < 0.4 1628 3068 28 97 51.34 11.23124WLCX 519 2 / 7 / 1946 B 8.3 15 2.2 1.3 525 22 51 682 212 222 0.4 1.2 1387 2310 10 99 69.37 12.66124WLCX 284 8 / 6 / 1946 U 0 803 3 1410124WLCX 300 2 / 7 / 1946 B 7.4 26 122 6.1 78 9.9 0 427.12 63 68 0 0.5 583 981 329 33 1.87 0.41124WLCX 150 2 / 7 / 1946 B 7.7 21 90 23 65 6.5 0 419.12 23 72 0 0.2 506 923 319 30 1.58 0.49124WLCX 150 12 / 4 / 1969 B 7.7 18 49 18 115 3 0 394.17 19 77 0.3 < 0.4 493 912 196 56 3.57 2.53124WLCX 260 2 / 11 / 1949 B 8.05 8 77 26 c 101 0 215.06 76 188 581 298 42 2.54 0124WLCX 230 12 / 9 / 1969 B 7.3 17 123 39 97 0 231.87 129 252 0.2 < 0.4 771 1551 467 31 1.95 0124WLCX 230 12 / 9 / 1969 B 7.4 17 117 41 98 3 0 246.51 122 251 0.2 < 0.4 770 1540 460 31 1.99 0124WLCX 232 * 5 / 8 / 1968 B 8.58 12 7 3 c 326 13.2 435.66 135 181 891 1560 29 95 25.97 6.98124WLCX 339 * 5 / 9 / 1968 B 8.77 11 3 1 c 308 21.6 569.9 < 4 127 755 1280 11 98 39.34 9.83124WLCX 435 5 / 22 / 1968 B 8.37 13 6 3 c 379 0 512 95 235 982 1680 27 96 31.55 7.85124WLCX 525 12 / 8 / 1969 B 8.7 11 3 2 520 20.4 727.33 197 217 0.4 < 0.4 1328 2400 15 98 57.06 12.29124WLCX 525 12 / 8 / 1969 B 8.7 12 3 2 520 1 25.2 727.33 197 214 0.6 < 0.4 1332 2400 15 98 57.06 12.45124WLCX 340 5 / 4 / 1978 B 7.9 12 11 11 1296 0 710.24 7 1692 0.4 < 0.4 3379 6804 72 97 66.12 10.19124WLCX 180 2 / 12 / 1962 B 7.4 33 58 27 72 4.1 0 290.08 42 98 0.3 1.8 478 826 255 37 1.96 0124WLCX 149 4 / 22 / 1946 U 20 218 55 158 0.8124WLCX 150 7 / 26 / 1946 U 0 1114 2 498 0* Depth value here reflects the bottom of the SAMPLED INT ERVAL which was different from the completed well depthMonday, March 02, 2009 created by the Texas Water Development BoardPage 14 of 16
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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
Page 166 and 167: 14.12.4 OSSF Annual Inspection and
Page 168 and 169: Water Quality Monitoring Program -
Page 170 and 171: execute strategies. Local, state, a
Page 172 and 173: the environment. Funding for the pr
Page 174 and 175: the watershed organizations should
Page 176 and 177: water or groundwater to meet future
Page 178 and 179: Mid-Basin Project and associated fa
Page 180: C O N S U L T I N G E N G I N E E R
Page 191 and 192: APPENDIX B
Page 193 and 194: APPENDIX B0 / ?% '(0 ;6 ) , 6
Page 195 and 196: APPENDIX B ) ) ) B C * (
Page 197 and 198: APPENDIX B &# ! % 44' # (0 5#
Page 199 and 200: APPENDIX B # %# '(=. )1. )@. )
Page 201 and 202: C O N S U L T I N G E N G I N E E R
Page 205 and 206: State WellNumber6702902670290567029
Page 215: 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 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 and 266: RESPONSE TO WRITTEN COMMENT BY JOHN
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APPENDIX MCaldwell County Regional
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APPENDIX NTEXAS WATER DEVELOPMENT B
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APPENDIX NKlotz Associates, Inc.Res
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APPENDIX NKlotz Associates Response
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