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Home My WebLink About20070123Engineering Report Part IV.pdf2026 Scenario Scenario: 2026 Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:36:03 WJBentley Systems, Inc.Haestad Methods Solution Center Watertown, CT 06795 USA Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) +1-203-755-1666 Page 1 of 1 Scenario: 2026 Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 1.49 500.501.49 91.981 39.000. true 500.502.90.981 39.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 103.500.1 ,603.91.981 39.000. false N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A true 1 ,500.500.91.981 39.000. true 10.500.510.91.48 981 39.000. true 16.500.516.90.981 39.000. true 500.504.91.981 39.000. false N/A N/A N/A N/A N/A false 11.N/A N/A N/A N/A N/A true 500.506.92.981 39.000. true 500.1 ,501.92.981 39.000. false 9.44 N/A N/A N/A N/A N/A true 500.506.90.981 35.997. true 500.1 ,500.91.981 39.000. true 500.507.92.981 39.000. false 12.N/A N/A N/A N/A N/A true 500.505.92.981 39.000. true 500.500.90.981 39.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 15.500.515.90.981 39.000. true 13.500.513.92.981 39.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 12.500.512.78.981 39.000. false N/A N/A N/A N/A N/A true 500.503.70.47 981 20.181. false 11.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.72.981 43.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.500.78.981 39.000. true 500.509.82.981 37.000. false N/A N/A N/A N/A N/A true 500.502.74.981 43.000. false N/A N/A N/A N/A N/A true 500.504.60.981 20.735. false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 1 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.509.34.981 43.760. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.506.69.981 38.000. true 21.40 500.521.40 68.981 36.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.502.56.981 41.853. true 10.500.510.71.981 37.000. false 10.N/A N/A N/A N/A N/A true 10.500.510.74.981 39.000. false N/A N/A N/A N/A N/A true 13.500.513.70.981 27.016. true 15.500.515.59.981 20.815. false N/A N/A N/A N/A N/A true 29.500.1 ,529.70.981 37.000. true 23.500.1 ,523.78.981 26.000. false N/A N/A N/A N/A N/A true 19.46 500.519.46 55.981 20.471. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.63.981 20.319. false 500.N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 11.500.511.62.45 981 27.44 257. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 12.500.512.61.981 29.980. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.507.60.981 25.473.49 false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.48.981 20.286. false 14.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A 100 true 500.504.44.981 20.043.48 101 false N/A N/A N/A N/A N/A 102 false N/A N/A N/A N/A N/A 103 false N/A N/A N/A N/A N/A 104 true 500.500.60.981 21.029. 105 false N/A N/A N/A N/A N/A 106 false 10.N/A N/A N/A N/A N/A 107 false 11.N/A N/A N/A N/A N/A 108 true 500.507.61.981 20.3,421.44 109 false N/A N/A N/A N/A N/A 110 false N/A N/A N/A N/A N/A 111 false N/A N/A N/A N/A N/A 112 false N/A N/A N/A N/A N/A 113 false N/A N/A N/A N/A N/A 114 true 500.505.62.42 981 23.816. 115 true 500.504.86.981 21.826. 116 true 500.505.63.981 20.293.40 117 false N/A N/A N/A N/A N/A 118 false N/A N/A N/A N/A N/A 119 false N/A N/A N/A N/A N/A 120 true 500.507.63.981 21.403. 121 true 500.507.61.981 20.979. 122 false N/A N/A N/A N/A N/A 123 true 13.500.513.50.981 20.518. 124 false 12.N/A N/A N/A N/A N/A 125 true 15.500.515.35.126 21.852. 126 false N/A N/A N/A N/A N/A 127 true 500.500.70.981 29.000. 128 true 500.501.52.981 20.580. 131 false N/A N/A N/A N/A N/A 132 false N/A N/A N/A N/A N/A 133 false 13.N/A N/A N/A N/A N/A 134 false 11.N/A N/A N/A N/A N/A 135 false 29.N/A N/A N/A N/A N/A 136 false N/A N/A N/A N/A N/A 137 false N/A N/A N/A N/A N/A 138 false 11.500.N/A N/A N/A N/A N/A 139 false N/A N/A N/A N/A N/A 140 true 500.500.79.981 40.216. 141 false N/A N/A N/A N/A N/A 142 true 500.507.83.981 40.743. 143 false N/A N/A N/A N/A N/A 144 false N/A N/A N/A N/A N/A 145 false N/A N/A N/A N/A N/A 146 false N/A N/A N/A N/A N/A 147 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 148 true 10.500.510.61.47 981 31.903. 149 true 29.500.529.60.981 39.490. 150 false 500.N/A N/A N/A N/A N/A 151 true 12.500.512.62.981 22.326. 152 true 13.500.513.61.981 28.157. 153 true 500.504.62.981 24.340. 154 true 13.500.513.79.981 22.549. 155 true 16.500.516.78.981 20.284. 156 true 500.500.74.981 35.925. 157 false N/A N/A N/A N/A N/A 158 true 25.500.525.72.981 43.903. 159 true 20.43 1 ,500.1 ,520.43 86.981 36.000. 160 true 500.501.88.981 41.000. 161 true 13.500.513.85.981 36.000. 162 false N/A N/A N/A N/A N/A 163 true 500.507.88.981 40.000. 164 true 15.500.515.85.49 981 20.4,416. 165 false N/A N/A N/A N/A N/A 166 false N/A N/A N/A N/A N/A 167 true 500.506.85.981 20.259. 168 true 500.501.86.981 20.4,417. 169 false N/A N/A N/A N/A N/A 170 false N/A N/A N/A N/A N/A 171 false 17.N/A N/A N/A N/A N/A 172 true 500.506.88.981 21.000. 173 false N/A N/A N/A N/A N/A 174 true 500.501.76.46 981 35.44 101. 175 false N/A N/A N/A N/A N/A 176 false N/A N/A N/A N/A N/A 177 false 39.N/A N/A N/A N/A N/A 178 false 10.N/A N/A N/A N/A N/A 179 false 64.N/A N/A N/A N/A N/A 180 false N/A N/A N/A N/A N/A 181 false N/A N/A N/A N/A N/A 182 false N/A N/A N/A N/A N/A 183 false 10.N/A N/A N/A N/A N/A 184 true 1 ,500.503.97.981 20.851. 185 false N/A N/A N/A N/A N/A 186 true 500.507.60.44 981 44.501. 187 true 500.500.92.981 44.297. 188 false 10.N/A N/A N/A N/A N/A 189 false N/A N/A N/A N/A N/A 190 false N/A N/A N/A N/A N/A 191 true 500.503.95.981 42.42 000. 192 false N/A N/A N/A N/A N/A 193 false N/A N/A N/A N/A N/A 194 true 500.504.94.981 42.000. 195 false 66.47 N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm)Total rei (psi) Flow Total Needed Flow (psi)Needed 196 false N/A N/A N/A N/A N/A 197 true 46.500.546.91.981 31.000. 198 false N/A N/A N/A N/A N/A 199 false N/A N/A N/A N/A N/A 200 false N/A N/A N/A N/A N/A 201 false N/A N/A N/A N/A N/A 202 false N/A N/A N/A N/A N/A 203 false N/A N/A N/A N/A N/A 204 false N/A N/A N/A N/A N/A 205 false N/A N/A N/A N/A N/A 206 false N/A N/A N/A N/A N/A 207 false N/A N/A N/A N/A N/A 208 false N/A N/A N/A N/A N/A 209 false N/A N/A N/A N/A N/A 210 false N/A N/A N/A N/A N/A 211 false N/A N/A N/A N/A N/A 212 false N/A N/A N/A N/A N/A 213 false N/A N/A N/A N/A N/A 214 false N/A N/A N/A N/A N/A 215 false 11.N/A N/A N/A N/A N/A 216 true 500.508.84.981 20.870. 217 false 15.N/A N/A N/A N/A N/A 218 true 500.501.91.981 39.000. 219 false 24.N/A N/A N/A N/A N/A 220 true 500.500.90.45 981 39.000. 221 true 1 ,500.500.87.981 39.000. 222 false N/A N/A N/A N/A N/A223false0.49 N/A N/A N/A N/A N/A 22"i true 1 ,500.1 ,501.87.981 39.766. 225 true 500.505.87.981 20.974. 226 true 500.509.78.981 39.243. 227 true 17.500.517.78.981 20.3,424. 228 false 12.N/A N/A N/A N/A N/A 229 true 1 ,500.507.72.981 20.984. 230 true 10.500.510.71.981 20.924. 231 false N/A N/A N/A N/A N/A 232 true 16.500.516.73.40 981 20.998. 233 true 500.507.73.981 20.959. 23"i false 12.N/A N/A N/A N/A N/A 235 false N/A N/A N/A N/A N/A 236 false 114.N/A N/A N/A N/A N/A 237 false N/A N/A N/A N/A N/A 238 true 500.500.84.981 20.899.239 false N/A N/A N/A N/A N/A 240 false 26.N/A N/A N/A N/A N/A 241 false N/A N/A N/A N/A N/A 242 false N/A N/A N/A N/A N/A 243 true 500.506.80.981 20.601.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (g) (psi) Flow Total Needed Flow (psi)Needed 24"i true 11.1 ,500.1 ,511.81.981 20.538.46245falseN/A N/A N/A N/A N/A 246 true 500.509.81.981 20.599. 247 false N/A N/A N/A N/A N/A248true500.508.80.981 20.552. 249 true 500.505.79.40 981 20.592.250 false N/A N/A N/A N/A N/A 251 true 500.507.77.981 20.399. 252 false N/A N/A N/A N/A N/A 253 false N/A N/A N/A N/A N/A 25"i false N/A N/A N/A N/A N/A 255 false N/A N/A N/A N/A N/A 256 false N/A N/A N/A N/A N/A 257 false N/A N/A N/A N/A N/A 258 false N/A N/A N/A N/A N/A259falseN/A N/A N/A N/A N/A260true500.502.56.981 20.44 232. 261 false 1.95 N/A N/A N/A N/A N/A 262 false N/A N/A N/A N/A N/A 263 false N/A N/A N/A N/A N/A264true500.509.54.981 20.43 051. 265 false N/A N/A N/A N/A N/A266true16.500.1 ,516.53.981 20.899. 267 false N/A N/A N/A N/A N/A268true14.500.514.58.47 981 21.3,450. 269 true 500.508.58.981 20.459.270 true 11.500.511.57.981 20.175. 271 true 2.46 500.1 ,502.46 55.981 20.022.272 false N/A N/A N/A N/A N/A 273 true 500.508.54.981 20.991. 27"i false N/A N/A N/A N/A N/A 275 true 10.500.510.55.981 20.43 1 58.276 true 14.500.514.53.981 20.952.27/false 17.N/A N/A N/A N/A N/A 278 true 19.47 500.519.47 53.981 24.146. 279 false N/A N/A N/A N/A N/A 280 false N/A N/A N/A N/A N/A 281 false N/A N/A N/A N/A N/A 282 false 11.N/A N/A N/A N/A N/A 283 true 500.1 ,504.59.981 33.299. 284 false N/A N/A N/A N/A N/A285true1 ,500.1 ,500.61.67 981 32.361. 286 false N/A N/A N/A N/A N/A 287 true 10.500.510.77.981 20.852.288 true 15.500.515.76.981 20.852. 289 true 1 ,500.506.75.981 20.852.290 true 500.504.69.42 981 20.722. 291 false N/A N/A N/A N/A N/A Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:39:35 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 292 false N/A N/A N/A N/A N/A 293 false N/A N/A N/A N/A N/A 294 false N/A N/A N/A N/A N/A 295 true 500.503.86.981 20.208. 296 false N/A N/A N/A N/A N/A 297 false N/A N/A N/A N/A N/A 298 true 500.500.69.981 20.875. 299 false N/A N/A N/A N/A N/A 300 false N/A N/A N/A N/A N/A 301 false N/A N/A N/A N/A N/A 302 false N/A N/A N/A N/A N/A 303 true 500.500.71.981 20.876.45 304 false N/A N/A N/A N/A N/A 305 true 14.500.514.71.981 20.876.44 306 true 15.500.515.73.981 20.876. 307 true 10.500.510.75.981 20.876.45 308 true 10.500.510.72.40 981 20.876.44 309 true 16.500.516.78.47 981 20.876. 310 true 25.500.525.78.981 20.876. 311 false N/A N/A N/A N/A N/A 312 false 274.N/A N/A N/A N/A N/A 313 false N/A N/A N/A N/A N/A 314 true 500.500.69.981 20.875. 315 false N/A N/A N/A N/A N/A 316 false N/A N/A N/A N/A N/A 317 false N/A N/A N/A N/A N/A 318 true 14.500.514.81.981 37.000. 319 false 34.N/A N/A N/A N/A N/A 320 false N/A N/A N/A N/A N/A 321 true 18.48 500.518.48 86.48 981 20.659.47 322 false N/A N/A N/A N/A N/A 323 true 12.500.512.64.981 20.517. 325 false N/A N/A N/A N/A N/A 326 true 500.500.83.981 20.626. 327 false N/A N/A N/A N/A N/A 328 true 500.1 ,504.54.981 31.098. 329 false N/A N/A N/A N/A N/A 330 true 500.506.75.981 20.46 555. 331 false N/A N/A N/A N/A N/A 332 false 10.N/A N/A N/A N/A N/A 333 false N/A N/A N/A N/A N/A 334 true 10.500.510.77.981 20.356. 335 false N/A N/A N/A N/A N/A 336 true 500.507.77.981 20.347. 337 true 500.507.77.981 20.308. 338 true 500.505.77.42 981 20.349. 339 false N/A N/A N/A N/A N/A 340 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calcuiated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 341 true 1 ,500.506.74.981 20.082. 342 false N/A N/A N/A N/A N/A 343 true 500.506.72.46 981 20.921.46 344 true 500.509.66.981 20.642. 345 false 15.N/A N/A N/A N/A N/A 346 true 6.43 500.506.43 76.981 20.848. 347 true 500.504.72.981 20.682. 348 false 17.N/A N/A N/A N/A N/A 349 false N/A N/A N/A N/A N/A 350 true 500.507.72.981 20.771. 351 false 500.N/A N/A N/A N/A N/A 352 false 17.500.N/A N/A N/A N/A N/A 353 true 500.503.67.981 29.501. 354 true 12.1 ,500.512.60.981 20.876. 355 false 1 ,500.N/A N/A N/A N/A N/A 356 false 1 ,500.N/A N/A N/A N/A N/A 357 true 11.500.511.57.981 20.875. 358 false 500.N/A N/A N/A N/A N/A 359 false 1 ,500.N/A N/A N/A N/A N/A 360 true 500.500.41.981 28.552. 361 true 500.500.96.981 42.000. 364 false 500.N/A N/A N/A N/A N/A 365 false 500.N/A N/A N/A N/A N/A 366 false 500.N/A N/A N/A N/A N/A 367 false 500.N/A N/A N/A N/A N/A 368 false 500.N/A N/A N/A N/A N/A 369 false 500.N/A N/A N/A N/A N/A 370 true 500.500.70.981 25.139. 371 false 19.500.N/A N/A N/A N/A N/A 372 true 500.509.90.981 39.000. 373 false 500.N/A N/A N/A N/A N/A 374 false 500.N/A N/A N/A N/A N/A 375 false 500.N/A N/A N/A N/A N/A 376 false 15.500.N/A N/A N/A N/A N/A 377 false 500.N/A N/A N/A N/A N/A 378 false 12.40 500.N/A N/A N/A N/A N/A 379 false 500.N/A N/A N/A N/A N/A 380 false 13.500.N/A N/A N/A N/A N/A 381 true 500.501.68.981 41.464. 382 false 500.N/A N/A N/A N/A N/A 383 false 500.N/A N/A N/A N/A N/A 384 true 500.505.93.981 39.000. 385 true 500.500.91.53 981 38.000. 386 true 17.500.517.91.981 39.000. 387 false 500.N/A N/A N/A N/A N/A 388 false 500.N/A N/A N/A N/A N/A 389 true 500.500.93.981 39.000. 390 false 10.500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.68.981 41.2,478. 392 true 500.507.92.981 37.000. 393 false 10.500.N/A N/A N/A N/A N/A 394 true 500.500.92.981 39.000. 395 true 500.501.92.981 39.000. 396 false 500.N/A N/A N/A N/A N/A 397 false 10.42 500.N/A N/A N/A N/A N/A 398 true 1 ,500.500.95.981 39.000. 399 true 18.48 500.518.48 93.981 39.000. 400 true 13.500.513.43 91.981 39.000. 401 true 1 ,500.500.91.981 39.000. 402 true 2.47 500.502.47 93.981 39.000. 403 true 500.500.94.981 39.000. 404 true 1 ,500.500.91.981 39.000. 405 false 500.N/A N/A N/A N/A N/A 406 false 500.N/A N/A N/A N/A N/A 407 false 500.N/A N/A N/A N/A N/A 408 false 500.N/A N/A N/A N/A N/A 409 false 500.N/A N/A N/A N/A N/A 410 false 10.500.N/A N/A N/A N/A N/A 411 true 500.507.64.981 29.000. 412 true 12.500.512.72.981 33.000. 413 true 500.504.74.49 981 34.000. 414 true 500.503.49.981 20.875. 415 true 1 ,500.508.48.981 20.876.45 416 false 1 ,500.N/A N/A N/A N/A N/A 417 false 500.N/A N/A N/A N/A N/A 418 true 10.500.510.73.981 20.838. 419 true 1 ,500.507.73.981 20.834. 420 false 12.1 ,500.N/A N/A N/A N/A N/A 421 true 15.500.515.64.40 981 20.617. 422 true 1 ,500.500.65.981 20.46 657. 423 false 1 ,500.N/A N/A N/A N/A N/A 424 false 500.N/A N/A N/A N/A N/A 425 false 500.N/A N/A N/A N/A N/A 426 false 500.N/A N/A N/A N/A N/A 427 false 1 ,500.N/A N/A N/A N/A N/A 428 false 500.N/A N/A N/A N/A N/A 429 false 500.N/A N/A N/A N/A N/A 430 false 00 500.N/A N/A N/A N/A N/A 431 false 500.N/A N/A N/A N/A N/A 432 faise 500.N/A N/A N/A N/A N/A 433 false 500.N/A N/A N/A N/A N/A 434 false N/A N/A N/A N/A N/A 435 false 500.N/A N/A N/A N/A N/A 436 true 500.503.61.981 20.500. 437 true 500.501.58.981 28.334. 438 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Rre Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 439 true 500.501.35.981 37.48 726. 440 true 500.500.45.981 27.916. 441 false 11.N/A N/A N/A N/A N/A 442 false N/A N/A N/A N/A N/A 443 true 500.507.80.981 36.000. 444 true 500.500.92.981 39.000. 445 false N/A N/A N/A N/A N/A 446 true 500.508.91.981 39.000. 447 true 1 ,500.500.91.981 39.000. 448 true 500.500.87.47 981 20.382. 449 true 1.25 500.501.86.981 20.103. 450 false N/A N/A N/A N/A N/A 451 true 500.500.83.49 981 39.000. 452 false N/A N/A N/A N/A N/A 453 true 500.500.91.981 39.000. 454 false N/A N/A N/A N/A N/A 455 false N/A N/A N/A N/A N/A 456 true 500.501.90.981 39.000. 457 true 500.500.90.981 39.000. 458 false N/A N/A N/A N/A N/A 459 true 1 ,500.500.87.981 30.514. 460 true 500.500.74.981 20.555. 461 false N/A N/A N/A N/A N/A 462 false N/A N/A N/A N/A N/A 463 true 500.500.80.981 39.361.01 464 true 500.1 ,500.81.981 22.564. 465 false N/A N/A N/A N/A N/A 466 true 500.500.84.981 20.890. 467 false N/A N/A N/A N/A N/A 468 true 500.500.76.981 39.081. 469 true 500.500.57.981 20.520. 470 true 500.500.78.981 33.209.43 471 false N/A N/A N/A N/A N/A 472 false N/A N/A N/A N/A N/A 473 false N/A N/A N/A N/A N/A 474 false N/A N/A N/A N/A N/A 475 false N/A N/A N/A N/A N/A 476 true 500.500.82.981 39.486. 477 false N/A N/A N/A N/A N/A 478 false N/A N/A N/A N/A N/A 479 false N/A N/A N/A N/A N/A 480 false N/A N/A N/A N/A N/A 481 false N/A N/A N/A N/A N/A 482 true 500.1 ,500.92.981 30.000. 483 false N/A N/A N/A N/A N/A 48"i false N/A N/A N/A N/A N/A 485 true 500.500.90.981 20.974. 486 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)(1!J Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 487 false N/A N/A N/A N/A N/A 488 false N/A N/A N/A N/A N/A 489 false N/A N/A N/A N/A N/A 490 false N/A N/A N/A N/A N/A 491 false N/A N/A N/A N/A N/A 492 false N/A N/A N/A N/A N/A 493 false N/A N/A N/A N/A N/A 494 false N/A N/A N/A N/A N/A 495 false N/A N/A N/A N/A N/A 496 false N/A N/A N/A N/A N/A 497 false 56.N/A N/A N/A N/A N/A 498 false 12.N/A N/A N/A N/A N/A 499 true 500.500.74.49 981 21.765. 500 true 500.509.75.981 20.782.44 501 true 11.500.511.76.981 20.43 684. 502 true 15.500.515.74.981 27.597. 503 false N/A N/A N/A N/A N/A 504 true 500.500.79.981 39.000. 505 false N/A N/A N/A N/A N/A 506 true 500.500.81.981 39.000. 507 false N/A N/A N/A N/A N/A 508 true 11.500.511.75.981 29.000. 509 false N/A N/A N/A N/A N/A 510 true 1 ,500.507.66.981 42.242. 511 true 12.500.512.75.981 36.42 000. 512 false N/A N/A N/A N/A N/A 513 false N/A N/A N/A N/A N/A 514 true 500.505.72.981 38.000. 515 true 500.507.76.981 36.000. 516 false N/A N/A N/A N/A N/A 517 false N/A N/A N/A N/A N/A 518 true 500.502.71.981 31.000. 519 false N/A N/A N/A N/A N/A 520 true 500.505.71.981 36.000. 521 false N/A N/A N/A N/A N/A 522 true 1 ,500.506.63.981 20.588.44 523 true 500.502.54.981 20.588.47 524 false 16.N/A N/A N/A N/A N/A 525 true 500.1 ,502.72.981 20.843. 527 false N/A N/A N/A N/A N/A 528 false N/A N/A N/A N/A N/A 529 false 12.N/A N/A N/A N/A N/A 530 false N/A N/A N/A N/A N/A 531 false N/A N/A N/A N/A N/A 532 true 500.507.80.981 20.372. 533 false N/A N/A N/A N/A N/A 534 true 500.507.80.981 20.4,446. 535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 536 true 500.1 ,504.84.981 39.000. 537 false 56.N/A N/A N/A N/A N/A 538 true 500.502.83.981 29.000. 539 false N/A N/A N/A N/A N/A 540 true 500.505.83.981 31.000. 541 false 1.95 N/A N/A N/A N/A N/A 542 true 13.500.513.84.981 39.000. 543 true 500.506.91.981 39.000. 544 true 500.509.91.43 981 39.000. 546 true 500.507.88.981 39.738. 547 true 13.500.513.90.981 39.000. 548 false N/A N/A N/A N/A N/A 549 true 500.508.88.981 30.000. 550 true 500.500.88.981 30.000. 551 true 500.500.88.981 29.000. 552 false N/A N/A N/A N/A N/A 553 true 24.500.1 ,524.89.981 30.000. 554 true 19.46 500.519.46 89.981 27.000. 555 true 10.500.510.87.981 20.838. 556 false 15.N/A N/A N/A N/A N/A 557 false N/A N/A N/A N/A N/A 558 false 19.N/A N/A N/A N/A N/A 559 true 15.500.515.88.981 20.958. 560 false 12.N/A N/A N/A N/A N/A 561 true 500.507.90.40 981 32.000. 562 true 500.500.90.981 38.000. 563 false N/A N/A N/A N/A N/A 564 false N/A N/A N/A N/A N/A 565 false N/A N/A N/A N/A N/A 566 false N/A N/A N/A N/A N/A 567 true 500.503.92.981 39.000. 568 false 22.40 N/A N/A N/A N/A N/A 569 false N/A N/A N/A N/A N/A 570 false 22.40 N/A N/A N/A N/A N/A 571 true 22.500.522.69.981 20.875. 572 true 12.500.512.74.981 20.875. 573 false N/A N/A N/A N/A N/A 574 true 500.509.74.981 20.875. 575 false N/A N/A N/A N/A N/A 576 true 12.500.512.71.981 20.875. 577 true 16.500.516.74.981 20.875. 578 false N/A N/A N/A N/A N/A 579 true 14.500.514.73.981 20.875. 580 false N/A N/A N/A N/A N/A 581 false N/A N/A N/A N/A N/A 582 false N/A N/A N/A N/A N/A 583 true 500.1 ,503.74.981 20.875. 584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 585 true 500.500.67.981 20.876. 586 false N/A N/A N/A N/A N/A 587 true 500.507.52.981 27.3,445. 588 true 500.500.78.981 20.969. 589 false N/A N/A N/A N/A N/A 590 true 500.1 ,500.71.981 25.114. 591 false N/A N/A N/A N/A N/A 592 true 500.500.68.981 27.936. 593 false 77.N/A N/A N/A N/A N/A 594 false N/A N/A N/A N/A N/A 595 false N/A N/A N/A N/A N/A 596 true 500.500.79.981 20.841. 597 false N/A N/A N/A N/A N/A 598 true 500.500.79.981 20.793. 599 false N/A N/A N/A N/A N/A 600 false N/A N/A N/A N/A N/A 601 false N/A N/A N/A N/A N/A 602 true 500.509.68.981 25.083.43 603 false N/A N/A N/A N/A N/A 60"i true 1 ,500.1 ,500.62.981 28.527. 605 true 500.1 ,502.78.981 20.707.40 606 false N/A N/A N/A N/A N/A 607 true 500.502.79.981 20.543. 608 true 500.500.74.981 20.543. 609 false N/A N/A N/A N/A N/A 610 false N/A N/A N/A N/A N/A 611 false N/A N/A N/A N/A N/A 612 false N/A N/A N/A N/A N/A 613 false N/A N/A N/A N/A N/A 61"i false 21.N/A N/A N/A N/A N/A 615 false N/A N/A N/A N/A N/A 616 false 21.N/A N/A N/A N/A N/A 617 false N/A N/A N/A N/A N/A 618 false 23.N/A N/A N/A N/A N/A 619 false N/A N/A N/A N/A N/A 620 false N/A N/A N/A N/A N/A 621 true 500.500.91.981 34.000. 622 true 500.500.90.981 23.000. 623 false 23.N/A N/A N/A N/A N/A 62"i true 1 ,500.1 ,500.91.981 33.000. 625 false N/A N/A N/A N/A N/A 628 false 23.N/A N/A N/A N/A N/A 636 false N/A N/A N/A N/A N/A 637 true 13.500.513.81.981 20.874. 638 false 29.N/A N/A N/A N/A N/A 639 true 34.46 500.1 ,534.46 70.981 43.690. 640 false 56.N/A N/A N/A N/A N/A 650 false 22.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 651 false 12.N/A N/A N/A N/A N/A 653 false 16.N/A N/A N/A N/A N/A 654 false 21.40 N/A N/A N/A N/A N/A 655 false 18.48 N/A N/A N/A N/A N/A 656 false 23.N/A N/A N/A N/A N/A 657 false 16.N/A N/A N/A N/A N/A 658 false N/A N/A N/A N/A N/A 659 false N/A N/A N/A N/A N/A 660 false N/A N/A N/A N/A N/A 661 false N/A N/A N/A N/A N/A 750 false N/A N/A N/A N/A N/A 751 false 500.N/A N/A N/A N/A N/A 752 false 20.500.N/A N/A N/A N/A N/A 813 false 500.N/A N/A N/A N/A N/A 814 false 500.N/A N/A N/A N/A N/A 822 false N/A N/A N/A N/A N/A 823 true 500.500.42.138 41.501. 824 true 500.500.38.150 38.501. 825 false 12.N/A N/A N/A N/A N/A 826 false N/A N/A N/A N/A N/A 827 false N/A N/A N/A N/A N/A 828 false N/A N/A N/A N/A N/A 829 true 500.500.66.981 20.955. 830 true 500.500.66.981 20.954. 831 false 109.N/A N/A N/A N/A N/A 832 true 500.500.66.981 20.953. 833 false N/A N/A N/A N/A N/A 834 false N/A N/A N/A N/A N/A 835 true 500.500.66.981 20.951. 836 true 500.500.66.981 20.951. 837 true 500.500.67.981 20.949.49 838 false N/A N/A N/A N/A N/A 840 true 500.500.67.981 20.956. 841 false N/A N/A N/A N/A N/A 842 false N/A N/A N/A N/A N/A 843 false N/A N/A N/A N/A N/A 844 false 500.N/A N/A N/A N/A N/A 845 false 500.N/A N/A N/A N/A N/A 846 false 500.N/A N/A N/A N/A N/A 847 false 500.N/A N/A N/A N/A N/A 848 false 500.N/A N/A N/A N/A N/A 849 false 1 ,500.N/A N/A N/A N/A N/A 850 false N/A N/A N/A N/A N/A 851 true 500.500.72.981 36.501. 852 true 500.500.72.981 36.501. 853 false N/A N/A N/A N/A N/A 901 false 500.N/A N/A N/A N/A N/A 906 false 4.26 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:39:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203- 755-1666 Page 14 of 15 Scenario: 2026 Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 917 false 500.N/A N/A N/A N/A N/A 981 false 500.N/A N/A N/A N/A N/A 982 false 500.N/A N/A N/A N/A N/A Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:39:35 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 15 of 15 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 558.Zone Demand COMMERCIAL 777.94. 558.Zone Demand 10.COMMERCIAL 10.777.95. 556.Zone Demand RESIDENTIAL 777.95. 557.Zone Demand 1.49 COMMERCIAL 1.49 778.95.46 559.Zone Demand COMMERCIAL 778.94. 558.Zone Demand RESIDENTIAL 778.95. 557.Zone Demand COMMERCIAL 778.95. 557.Zone Demand 103.IRRIGATION 103.778.41 95. 555.Zone Demand COMMERCIAL 778.41 96. 550.Zone Demand 10.Composite 10.778.45 98. 554.Zone Demand COMMERCIAL 778.96. 556.Zone Demand 10.RESIDENTIAL 10.778.47 95. 557.Zone Demand 16.RESIDENTIAL 16.778.49 95. 555.Zone Demand Composite 778.96.40 558.Zone Demand RESIDENTIAL 778.48 95. 552.Zone Demand 11.RESIDENTIAL 11.778.98. 555.Zone Demand RESIDENTIAL 778.96. 554.Zone Demand RESIDENTIAL 778.96. 552.Zone Demand Composite 9.44 778.98. 553.Zone Demand COMMERCIAL 778.97. 554.Zone Demand RESIDENTIAL 778.97. 553.Zone Demand Composite 778.97.43 557.Zone Demand 12.RESIDENTIAL 12.778.95. 553.Zone Demand Composite 778.97. 556.Zone Demand RESIDENTIAL 778.96. 554.Zone Demand RESIDENTIAL 778.97. 555.Zone Demand RESIDENTIAL 778.96. 558.Zone Demand 15.RESIDENTIAL 15.778.95.48 556.Zone Demand 13.RESIDENTIAL 13.778.96. 579.Zone Demand RESIDENTIAL 778.86. 581.Zone Demand RESIDENTIAL 778.85. 585.Zone Demand 12.RESIDENTIAL 12.778.83. 595.Zone Demand RESIDENTIAL 778.79. 596.Zone Demand RESIDENTIAL 778.78. 597.Zone Demand 11.RESIDENTIAL 11.778.78.49 604.Zone Demand RESIDENTIAL 778.75.46 601.Zone Demand RESIDENTIAL 778.76. 603.Zone Demand RESIDENTIAL 778.76. 591.Zone Demand RESIDENTIAL 778.81. 592.Zone Demand RESIDENTIAL 778.80. 591.Zone Demand RESIDENTIAL 778.81. 590.Zone Demand RESIDENTIAL 778.81. 581.Zone Demand COMMERCIAL 778.85. 590.Zone Demand RESIDENTIAL 778.81. 594.Zone Demand RESIDENTIAL 778.79. 602.Zone Demand RESIDENTIAL 778.76. 596.Zone Demand RESIDENTIAL 778.79. 593.Zone Demand RESIDENTIAL 778.80. 601.Zone Demand RESIDENTIAL 778.76. 603.Zone Demand RESIDENTIAL 778.76. 606.Zone Demand RESIDENTIAL 779.74. 609.Zone Demand RESIDENTIAL 779.73.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.0"i9.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 605.Zone Demand RESIDENTIAL 779.75. 604.Zone Demand RESIDENTIAL 779.75. 607.Zone Demand RESIDENTIAL 779.74. 608.Zone Demand RESIDENTIAL 779.73. 610.Zone Demand 21.40 RESIDENTIAL 21.40 779.72. 606.Zone Demand RESIDENTIAL 779.74. 618.Zone Demand RESIDENTIAL 779.69.47 615.Zone Demand Composite 779.70. 604.Zone Demand 10.RESIDENTIAL 10.779.75. 600.Zone Demand 10.RESIDENTIAL 10.779.77.47 597.Zone Demand 10.RESIDENTIAL 10.779.78. 595.Zone Demand RESIDENTIAL 779.79.43 595.Zone Demand 13.RESIDENTIAL 13.778.79. 604.Zone Demand 15.RESIDENTIAL 15.778.75. 604.Zone Demand RESIDENTIAL 778.75.49 603.Zone Demand 29.RESIDENTIAL 29.779.76.1.8 585.Zone Demand 23.RESIDENTIAL 23.778.83. 587.Zone Demand RESIDENTIAL 778.83. 600.Zone Demand 19.46 RESIDENTIAL 19.46 779.77. 602.Zone Demand RESIDENTIAL 779.76. 589.Zone Demand RESIDENTIAL 779.47 82. 617.Zone Demand RESIDENTIAL 781.45 71. 606.Zone Demand RESIDENTIAL 779.74. 611.Zone Demand RESIDENTIAL 779.72. 617.Zone Demand RESIDENTIAL 779.70.46 618.Zone Demand RESIDENTIAL 779.69. 616.Zone Demand 10.RESIDENTIAL 10.779.70. 613.50 Zone Demand RESIDENTIAL 780.72. 607.Zone Demand RESIDENTIAL 779.74. 619.Zone Demand 11.RESIDENTIAL 11.780.69.49 624.Zone Demand RESIDENTIAL 780.46 67.48 626.Zone Demand RESIDENTIAL 785.42 68. 623.Zone Demand 12.RESIDENTIAL 12.785.70. 618.Zone Demand RESIDENTIAL 783.71. 618.Zone Demand RESIDENTIAL 783.71. 618.Zone Demand RESIDENTIAL 783.71. 618.Zone Demand RESIDENTIAL 783.71. 616.Zone Demand RESIDENTIAL 783.49 72. 619.Zone Demand RESIDENTIAL 781.70. 619.Zone Demand RESIDENTIAL 781.70. 618.Zone Demand RESIDENTIAL 781.70. 619.Zone Demand 14.RESIDENTIAL 14.781.44 70. 621.Zone Demand Composite 786.71. 615.Zone Demand RESIDENTIAL 781.47 72. 612.Zone Demand RESIDENTIAL 781.73. 611.Zone Demand RESIDENTIAL 781.49 73. 100 609.Zone Demand Composite 781.46 74.40 101 610.Zone Demand RESIDENTIAL 781.46 74. 102 615.Zone Demand RESIDENTIAL 781.45 72. 103 615.Zone Demand RESIDENTIAL 781.45 72. 104 607.50 Zone Demand RESIDENTIAL 781.75. 105 603.Zone Demand RESIDENTIAL 781.77.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 1 06 593.Zone Demand 10.RESIDENTIAL 10.781.81. 107 612.Zone Demand 11.Composite 11.781.73. 108 612.Zone Demand RESIDENTIAL 781.73. 109 610.Zone Demand RESIDENTIAL 781.74. 110 610.Zone Demand RESIDENTIAL 781.74. 111 610.Zone Demand RESIDENTIAL 2,781.74. 112 614.Zone Demand RESIDENTIAL 781.72. 113 611.Zone Demand RESIDENTIAL 781.73. 114 617.Zone Demand RESIDENTIAL 781.71. 115 564.Zone Demand RESIDENTIAL 778.92. 116 620.Zone Demand RESIDENTIAL 785.71. 117 621.Zone Demand RESIDENTIAL 785.71. 118 579.Zone Demand RESIDENTIAL 779.86. 119 623.Zone Demand RESIDENTIAL 788.71.120 624.Zone Demand RESIDENTIAL 788.70. 121 627.Zone Demand RESIDENTIAL 792.71.122 618.Zone Demand RESIDENTIAL 786.72. 123 624.Zone Demand 13.RESIDENTIAL 13.786.69.124 588.Zone Demand 12.COMMERCIAL 12.753.71. 125 623.Zone Demand 15.RESIDENTIAL 15.786.70. 126 620.Zone Demand RESIDENTIAL 786.71. 127 605.Zone Demand RESIDENTIAL 779.74. 128 619.Zone Demand RESIDENTIAL 781.45 70. 131 553.Zone Demand COMMERCIAL 778.97. 132 624.Zone Demand RESIDENTIAL 786.69. 133 564.Zone Demand 13.RESIDENTIAL 13.778.92.134 558.Zone Demand 11.RESIDENTIAL 11.778.95.48 135 557.Zone Demand 29.COMMERCIAL 29.779.95. 136 626.Zone Demand RESIDENTIAL 788.70. 137 553.Zone Demand RESIDENTIAL 778.97. 138 638.Zone Demand 11.RESIDENTIAL 11.792.66. 139 554.Zone Demand RESIDENTIAL 778.96. 140 554.Zone Demand COMMERCIAL 2,778.97. 141 554.Zone Demand RESIDENTIAL 778.97.142 554.Zone Demand RESIDENTIAL 778.97. 143 610.Zone Demand RESIDENTIAL 779.73. 144 611.Zone Demand RESIDENTIAL 779.72. 145 566.Zone Demand RESIDENTIAL 778.92. 146 563.Zone Demand RESIDENTIAL 777.92.147 615.Zone Demand RESIDENTIAL 780.71.41 148 623.Zone Demand 10.RESIDENTIAL 10.787.71. 149 621.Zone Demand 29.RESIDENTIAL 29.786.71. 150 620.Zone Demand RESIDENTIAL 788.49 72. 151 624.Zone Demand 12.RESIDENTIAL 12.788.70. 152 625.Zone Demand 13.RESIDENTIAL 13.788.70. 153 626.Zone Demand RESIDENTIAL 788.70. 154 561.Zone Demand 13.RESIDENTIAL 13.777.93. 155 556.Zone Demand 16.RESIDENTIAL 16.777.95.45156556.Zone Demand RESIDENTIAL 777.95. 157 559.Zone Demand COMMERCIAL 776.94.158 562.Zone Demand 25.Composite 25.776.92. 159 561.Zone Demand 20.RESIDENTIAL 20.43 776.93.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 160 560.Zone Demand Composite 776.93. 161 565.Zone Demand 13.RESIDENTIAL 13.776.91. 162 559.Zone Demand RESIDENTIAL 776.46 93. 163 558.Zone Demand Composite 776.47 94. 164 556.Zone Demand 15.RESIDENTIAL 15.776.95. 165 557.Zone Demand RESIDENTIAL 776.94. 166 555.Zone Demand RESIDENTIAL 776.95. 167 554.Zone Demand RESIDENTIAL 776.96. 168 553.Zone Demand Composite 1.37 776.96. 169 553.Zone Demand RESIDENTIAL 776.96. 170 554.Zone Demand Composite 776.95. 171 556.Zone Demand 17.Composite 17.776.95. 172 555.Zone Demand RESIDENTIAL 776.95. 173 556.Zone Demand Composite 776.95. 174 557.Zone Demand RESIDENTIAL 776.94. 175 557.Zone Demand RESIDENTIAL 776.94. 176 559.Zone Demand IRRIGATION 776.93. 177 559.Zone Demand 39.Composite 39.776.93. 178 557.Zone Demand 10.RESIDENTIAL 10.776.94. 179 559.Zone Demand 64.Composite 64.776.93. 180 553.Zone Demand RESIDENTIAL 776.96. 181 549.Zone Demand RESIDENTIAL 776.98. 182 550.Zone Demand RESIDENTIAL 776.97. 183 548.Zone Demand 10.RESIDENTIAL 10.776.98. 184 548.Zone Demand RESIDENTIAL 776.98. 185 549.Zone Demand RESIDENTIAL 776.98. 186 547.Zone Demand RESIDENTIAL 776.99. 187 546.Zone Demand RESIDENTIAL 776.99. 188 551.Zone Demand 10.RESIDENTIAL 10.776.97. 189 553.Zone Demand RESIDENTIAL 776.96. 190 553.Zone Demand RESIDENTIAL 776.96. 191 552.Zone Demand RESIDENTIAL 776.96. 192 552.Zone Demand 2.22 Composite 776.96. 193 551.Zone Demand RESIDENTIAL 776.97. 194 553.Zone Demand RESIDENTIAL 776.96. 195 555.Zone Demand 66.Composite 66.47 776.95. 196 556.Zone Demand RESIDENTIAL 776.95. 197 551.Zone Demand 46.Composite 46.776.97. 198 553.Zone Demand RESIDENTIAL 776.96. 199 549.Zone Demand RESIDENTIAL 776.98. 200 616.Zone Demand Composite 778.70. 201 617.Zone Demand RESIDENTIAL 778.69. 202 601.Zone Demand RESIDENTIAL 778.46 76. 203 600.Zone Demand RESIDENTIAL 778.41 77. 204 603.Zone Demand RESIDENTIAL 778.75. 205 603.Zone Demand RESIDENTIAL 778.75. 206 603.Zone Demand RESIDENTIAL 778.75. 207 603.Zone Demand RESIDENTIAL 778.75. 208 599.Zone Demand RESIDENTIAL 1.95 778.77. 209 577.Zone Demand RESIDENTIAL 778.87. 210 597.Zone Demand RESIDENTIAL 778.78. 211 597.Zone Demand RESIDENTIAL 778.78.42Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Label 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 Elevation (ft) Zone Type Scenario: 2026 Fire Flow Analysis Junction Report Base Flow (gpm) Pattern Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) 778. 778. 778. 778. 778. 778. 778. 778. 779. 779. 779.43 779. 779. 779. 778. 776. 775. 775. 775.47 775. 775. 775. 786. 778. 778. 785. 779. 779. 778. 778. 776. 774. 774. 774. 774. 760. 773. 774. 773. 772. 773. 773.41 772. 772. 771.46 795. 799. 799.45 799. 799.48 799.48 799.48 Pressure (psi) 81. 80. 82. 98. 97. 97. 97. 97. 96. 93. 92. 92. 94. 93. 94. 91. 90. 89. 89. 93. 91. 91. 96. 75. 71.43 95. 91. 91. 90. 84. 89. 89. 89. 91. 88. 81. 87. 88. 87. 86. 88. 87. 86. 86. 84. 72. 69. 69. 71. 72. 71. 75.49Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 591.50 Zone 592.00 Zone 587.00 Zone 552.00 Zone 553.00 Zone 553.50 Zone 554.00 Zone 554.50 Zone 557.00 Zone 563.00 Zone 564.50 Zone 564.50 Zone 561.50 Zone 562.50 Zone 561.00 Zone 565.00 Zone 566.00 Zone 568.00 Zone 569.00 Zone 558.50 Zone 565.00 Zone 565.00 Zone 565.00 Zone 603.00 Zone 613.00 Zone 565.50 Zone 568.50 Zone 569.00 Zone 569.50 Zone 583.00 Zone 570.00 Zone 568.00 Zone 566.50 Zone 564.00 Zone 569.00 Zone 572.00 Zone 571.00 Zone 570.00 Zone 571.00 Zone 573.00 Zone 570.00 Zone 571.50 Zone 573.50 Zone 573.50 Zone 577.00 Zone 628.00 Zone 639.00 Zone 638.00 Zone 635.00 Zone 633.00 Zone 634.00 Zone 625.00 Zone Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 11 .67 RESIDENTIAL 76 RESIDENTIAL 15.68 RESIDENTIAL 74 COMMERCIAL 24.87 IRRIGATION 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 0.49 COMMERCIAL 81 RESIDENTIAL 06 COMMERCIAL 73 RESIDENTIAL 17.51 RESIDENTIAL 12.65 RESIDENTIAL 78 RESIDENTIAL 10.70 RESIDENTIAL 00 RESIDENTIAL 16.56 Composite 69 Composite 12.75 COMMERCIAL 00 Fixed 114.24 RESIDENTIAL 64 IRRIGATION 91 Composite 66 RESIDENTIAL 26.03 IRRIGATION 00 RESIDENTIAL 86 RESIDENTIAL 81 RESIDENTIAL 11.67 RESIDENTIAL 89 RESIDENTIAL 73 RESIDENTIAL 00 RESIDENTIAL 76 RESIDENTIAL 84 RESIDENTIAL 21 Composite 78 RESIDENTIAL 29 IRRIGATION 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 25 COMMERCIAL 00 RESIDENTIAL 00 RESIDENTIAL 81 RESIDENTIAL 92 RESIDENTIAL 95 RESIDENTIAL 86 RESIDENTIAL 86 RESIDENTIAL 11. 15. 24. 0.49 17. 12. 10. 16. 12. 114. 26. 11. Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 264 634.Zone Demand RESIDENTIAL 799.71. 265 633.Zone Demand RESIDENTIAL 799.72. 266 635.Zone Demand 16.RESIDENTIAL 16.799.71. 267 636.Zone Demand RESIDENTIAL 799.70. 268 632.Zone Demand 14.RESIDENTIAL 14.800.72. 269 633.Zone Demand RESIDENTIAL 801.72. 270 630.Zone Demand 11.RESIDENTIAL 11.801.74. 271 632.Zone Demand 2.46 Composite 2.46 801 .72. 272 638.Zone Demand RESIDENTIAL 801.70. 273 634.Zone Demand RESIDENTIAL 801.72. 274 634.Zone Demand RESIDENTIAL 801 .72. 275 635.Zone Demand 10.RESIDENTIAL 10.801.71. 276 635.Zone Demand 14.RESIDENTIAL 14.801.71. 277 636.Zone Demand 17.RESIDENTIAL 17.801.71.48 278 641.Zone Demand 19.47 RESIDENTIAL 19.801.41 69.40 279 638.Zone Demand Composite 801.70. 280 639.Zone Demand RESIDENTIAL 802.70. 281 653.Zone Demand Composite 820.72. 282 644.Zone Demand 11.RESIDENTIAL 11.821.76. 283 640.Zone Demand Composite 821.78. 284 638.Zone Demand RESIDENTIAL 821.43 79. 285 636.Zone Demand Fixed 821.43 80. 286 635.Zone Demand RESIDENTIAL 821.43 80. 287 639.Zone Demand 10.RESIDENTIAL 10.821.79. 288 637.Zone Demand 15.RESIDENTIAL 15.821.79. 289 644.Zone Demand RESIDENTIAL 821.76. 290 647.Zone Demand RESIDENTIAL 821.75. 291 643.Zone Demand RESIDENTIAL 821.77. 292 654.Zone Demand RESIDENTIAL 821.72. 293 654.Zone Demand Composite 822.72. 294 667.Zone Demand IRRIGATION 836.73. 295 565.Zone Demand COMMERCIAL 785.95. 296 667.Zone Demand RESIDENTIAL 837.73. 297 667.Zone Demand RESIDENTIAL 837.73. 298 665.Zone Demand RESIDENTIAL 841 .76. 299 670.Zone Demand RESIDENTIAL 842.74.48 300 670.Zone Demand RESIDENTIAL 842.74.48 301 664.Zone Demand RESIDENTIAL 844.47 78. 302 664.Zone Demand RESIDENTIAL 842.76. 303 667.Zone Demand RESIDENTIAL 846.77. 304 670.Zone Demand RESIDENTIAL 846.76. 305 667.Zone Demand 14.RESIDENTIAL 14.849.78. 306 665.Zone Demand 15.RESIDENTIAL 15.57 851.80. 307 664.Zone Demand 10.RESIDENTIAL 10.855.82. 308 670.Zone Demand 10.RESIDENTIAL 10.855.80. 309 660.Zone Demand 16.RESIDENTIAL 16.54 858.86. 310 662.Zone Demand 25.RESIDENTIAL 25.860.85. 311 665.Zone Demand RESIDENTIAL 841.76. 312 655.Zone Demand 274.Composite 274.856.43 87. 313 652.Zone Demand RESIDENTIAL 858.40 89. 314 660.Zone Demand RESIDENTIAL 842.78. 315 645.Zone Demand RESIDENTIAL 866.95.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 316 643.Zone Demand RESIDENTIAL 750.46. 317 631.Zone Demand RESIDENTIAL 780.64. 318 577.Zone Demand 14.RESIDENTIAL 14.778.49 86. 319 566.Zone Demand 34.Composite 34.778.92. 320 563.Zone Demand RESIDENTIAL 777.92. 321 647.Zone Demand 18.48 RESIDENTIAL 18.48 864.93. 322 592.Zone Demand RESIDENTIAL 748.67. 323 572.Zone Demand 12.RESIDENTIAL 12.759.81. 325 645.Zone Demand RESIDENTIAL 867.95. 326 565.Zone Demand RESIDENTIAL 775.90. 327 565.Zone Demand RESIDENTIAL 774.90. 328 565.Zone Demand RESIDENTIAL 774.90. 329 565.Zone Demand RESIDENTIAL 774.90.45 330 565.Zone Demand RESIDENTIAL 774.90. 331 566.Zone Demand RESIDENTIAL 774.90. 332 568.Zone Demand 10.RESIDENTIAL 10.772.88. 333 569.Zone Demand Composite 772.87. 334 571.Zone Demand 10.RESIDENTIAL 10.772.86. 335 572.Zone Demand RESIDENTIAL 772.86. 336 571 .Zone Demand RESIDENTIAL 771.86. 337 571 .Zone Demand RESIDENTIAL 770.86. 338 572.Zone Demand RESIDENTIAL 771.86. 339 573.Zone Demand RESIDENTIAL 771.85. 340 572.Zone Demand RESIDENTIAL 772.86. 341 571 .Zone Demand RESIDENTIAL 768.85. 342 572.Zone Demand RESIDENTIAL 768.84. 343 570.Zone Demand RESIDENTIAL 766.84. 344 573.Zone Demand RESIDENTIAL 762.81. 345 572.Zone Demand 15.Composite 15.760.81. 346 632.Zone Demand 6.43 Composite 6.43 821.82. 347 630.Zone Demand RESIDENTIAL 821.82. 348 630.Zone Demand 17.RESIDENTIAL 17.821.82. 349 633.Zone Demand RESIDENTIAL 821.81. 350 638.Zone Demand RESIDENTIAL 821.79. 351 640.Zone Demand RESIDENTIAL 821.78. 352 640.Zone Demand 17.RESIDENTIAL 17.821.78. 353 680.Zone Demand RESIDENTIAL 855.76. 354 695.Zone Demand 12.RESIDENTIAL 12.855.69. 355 682.Zone Demand RESIDENTIAL 855.74. 356 678.Zone Demand RESIDENTIAL 855.76. 357 700.Zone Demand 11.RESIDENTIAL 11.855.67. 358 699.Zone Demand RESIDENTIAL 836.59. 359 701.Zone Demand RESIDENTIAL 836.58. 360 717.Zone Demand RESIDENTIAL 836.51. 361 552.Zone Demand RESIDENTIAL 776.96. 364 554.Zone Demand COMMERCIAL 778.97. 365 554.Zone Demand COMMERCIAL 778.97. 366 554.Zone Demand COMMERCIAL 778.97. 367 550.Zone Demand COMMERCIAL 778.98. 368 580.Zone Demand IRRIGATION 778.85. 369 550.Zone Demand COMMERCIAL 778.40 98. 370 578.Zone Demand RESIDENTIAL 778.86.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 371 554.Zone Demand 19.COMMERCIAL 19.778.41 97. 372 555.Zone Demand IRRIGATION 778.45 96.46 373 556.Zone Demand COMMERCIAL 778.45 96. 374 556.Zone Demand RESIDENTIAL 778.45 96. 375 550.Zone Demand COMMERCIAL 778.47 98. 376 549.Zone Demand 15.COMMERCIAL 15.778.47 99. 377 549.Zone Demand RESIDENTIAL 778.47 99. 378 550.Zone Demand 12.40 COMMERCIAL 12.40 778.47 98. 379 549.Zone Demand RESIDENTIAL 778.99. 380 589.Zone Demand 13.COMMERCIAL 13.778.82. 381 593.Zone Demand COMMERCIAL 778.80. 382 547.Zone Demand RESIDENTIAL 778.99. 383 548.Zone Demand RESIDENTIAL 778.99. 384 548.Zone Demand COMMERCIAL 778.99. 385 557.Zone Demand COMMERCIAL 779.96. 386 556.Zone Demand 17.COMMERCIAL 17.778.96. 387 556.Zone Demand Composite 778.96. 388 559.Zone Demand RESIDENTIAL 779.95. 389 554.Zone Demand RESIDENTIAL 779.46 97. 390 553.Zone Demand 10.Composite 10.779.46 97. 391 555.Zone Demand RESIDENTIAL 779.46 97. 392 554.Zone Demand COMMERCIAL 779.46 97. 393 552.Zone Demand 10.Composite 10.779.46 98. 394 557.Zone Demand RESIDENTIAL 779.49 96. 395 558.Zone Demand COMMERCIAL 779.42 95. 396 560.Zone Demand RESIDENTIAL 779.94. 397 560.Zone Demand 10.42 Composite 10.42 779.94. 398 552.Zone Demand RESIDENTIAL 779.98.49 399 554.Zone Demand 18.48 RESIDENTIAL 18.48 779.97. 400 556.Zone Demand 13.43 Composite 13.43 779.49 96.48 401 559.Zone Demand RESIDENTIAL 779.95. 402 555.Zone Demand 2.47 COMMERCIAL 2.47 780.97. 403 555.Zone Demand RESIDENTIAL 779.97. 404 562.Zone Demand 0.42 COMMERCIAL 0.42 780.94. 405 567.Zone Demand COMMERCIAL 780.92. 406 553.Zone Demand RESIDENTIAL 779.97. 407 563.Zone Demand RESIDENTIAL 781.94. 408 565.Zone Demand RESIDENTIAL 779.92. 409 558.Zone Demand RESIDENTIAL 779.95. 410 627.Zone Demand 10.RESIDENTIAL 10.780.66. 411 621.Zone Demand Composite 779.68. 412 602.Zone Demand 12.RESIDENTIAL 12.779.76. 413 599.Zone Demand RESIDENTIAL 779.77. 414 716.Zone Demand RESIDENTIAL 855.60.47 415 718.Zone Demand Composite 855.59. 416 733.Zone Demand RESIDENTIAL 855.53. 417 722.Zone Demand RESIDENTIAL 855.57. 418 559.Zone Demand 10.RESIDENTIAL 10.775.93. 419 560.Zone Demand RESIDENTIAL 775.92. 420 573.Zone Demand 12.RESIDENTIAL 12.774.87. 421 574.Zone Demand 15.Composite 15.774.86. 422 573.Zone Demand RESIDENTIAL 774.87.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 423 565.Zone Demand RESIDENTIAL 775.90. 424 566.Zone Demand RESIDENTIAL 775.90.44 425 578.Zone Demand RESIDENTIAL 779.87. 426 578.Zone Demand RESIDENTIAL 779.87. 427 579.Zone Demand RESIDENTIAL 778.44 86. 428 579.Zone Demand COMMERCIAL 778.49 86. 429 576.Zone Demand RESIDENTIAL 778.87. 430 576.Zone Demand RESIDENTIAL 778.87. 431 576.Zone Demand COMMERCIAL 778.87. 432 576.Zone Demand COMMERCIAL 778.87. 433 572.Zone Demand COMMERCIAL 778.89. 434 572.Zone Demand Composite 778.89. 435 578.Zone Demand RESIDENTIAL 778.86. 436 579.Zone Demand RESIDENTIAL 778.86. 437 578.Zone Demand RESIDENTIAL 778.86. 438 579.Zone Demand RESIDENTIAL 778.86. 439 580.Zone Demand RESIDENTIAL 778.85. 440 580.Zone Demand Composite 778.85. 441 554.Zone Demand 11.IRRIGATION 11.778.97. 442 592.Zone Demand RESIDENTIAL 778.80. 443 556.Zone Demand RESIDENTIAL 778.96. 444 554.Zone Demand COMMERCIAL 778.97. 445 554.Zone Demand IRRIGATION 778.97. 446 555.Zone Demand IRRIGATION 778.96. 447 556.Zone Demand RESIDENTIAL 778.96. 448 555.Zone Demand RESIDENTIAL 778.96. 449 554.Zone Demand COMMERCIAL 778.97. 450 556.Zone Demand RESIDENTIAL 778.96.44 451 556.Zone Demand RESIDENTIAL 778.96.45 452 556.Zone Demand RESIDENTIAL 778.96.46 453 556.Zone Demand COMMERCIAL 778.96. 454 557.Zone Demand RESIDENTIAL 778.96. 455 557.Zone Demand RESIDENTIAL 779.96. 456 558.Zone Demand IRRIGATION 779.95. 457 558.Zone Demand RESIDENTIAL 779.95.43 458 558.Zone Demand RESIDENTIAL 779.95. 459 557.Zone Demand COMMERCIAL 778.96. 460 556.Zone Demand COMMERCIAL 778.96. 461 556.Zone Demand RESIDENTIAL 778.96.44 462 556.Zone Demand RESIDENTIAL 778.96. 463 557.Zone Demand RESIDENTIAL 778.96. 464 557.Zone Demand IRRIGATION 778.96. 465 556.Zone Demand RESIDENTIAL 778.96.44 466 557.Zone Demand RESIDENTIAL 778.95. 467 558.Zone Demand RESIDENTIAL 778.95. 468 558.Zone Demand COMMERCIAL 778.95. 469 557.Zone Demand COMMERCIAL 778.95. 470 558.Zone Demand COMMERCIAL 778.95. 471 554.Zone Demand RESIDENTIAL 779.97. 472 554.Zone Demand RESIDENTIAL 779.97. 473 555.Zone Demand RESIDENTIAL 779.97. 474 559.Zone Demand RESIDENTIAL 779.94. Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:39:53 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 475 558.Zone Demand RESIDENTIAL 779.95. 476 553.Zone Demand COMMERCIAL 778.97. 477 553.Zone Demand RESIDENTIAL 779.97. 478 555.Zone Demand RESIDENTIAL 779.97. 479 553.Zone Demand RESIDENTIAL 779.97. 480 553.Zone Demand RESIDENTIAL 779.97. 481 555.Zone Demand RESIDENTIAL 779.96. 482 552.Zone Demand RESIDENTIAL 779.98. 483 554.Zone Demand RESIDENTIAL 779.97.41 484 554.Zone Demand RESIDENTIAL 779.97.41 485 554.Zone Demand RESIDENTIAL 779.97.41 486 554.Zone Demand RESIDENTIAL 779.97. 487 552.Zone Demand RESIDENTIAL 779.98. 488 552.Zone Demand RESIDENTIAL 779.98. 489 561.Zone Demand RESIDENTIAL 775.92. 490 565.Zone Demand RESIDENTIAL 774.90. 491 565.Zone Demand RESIDENTIAL 774.90. 492 569.Zone Demand RESIDENTIAL 774.89. 493 570.Zone Demand RESIDENTIAL 774.88. 494 575.Zone Demand RESIDENTIAL 774.86. 495 639.Zone Demand RESIDENTIAL 821.78. 496 628.Zone Demand RESIDENTIAL 821.83. 497 628.Zone Demand 56.RESIDENTIAL 56.821.83. 498 628.Zone Demand 12.RESIDENTIAL 12.821.83. 499 628.Zone Demand RESIDENTIAL 821.83. 500 625.Zone Demand RESIDENTIAL 821.84. 501 613.Zone Demand 11.RESIDENTIAL 11.821.90. 502 612.Zone Demand 15.IRRIGATION 15.821.90.44 503 616.Zone Demand RESIDENTIAL 821.88. 504 587.Zone Demand RESIDENTIAL 778.82. 505 587.Zone Demand COMMERCIAL 778.82. 506 584.Zone Demand RESIDENTIAL 778.84. 507 618.Zone Demand RESIDENTIAL 779.69. 508 592.Zone Demand 11.RESIDENTIAL 11.778.80. 509 588.Zone Demand RESIDENTIAL 778.82. 510 594.Zone Demand RESIDENTIAL 778.80. 511 594.Zone Demand 12.RESIDENTIAL 12.779.79. 512 595.Zone Demand RESIDENTIAL 779.79. 513 612.Zone Demand RESIDENTIAL 779.72. 514 601.Zone Demand RESIDENTIAL 779.76. 515 593.Zone Demand RESIDENTIAL 779.80. 516 612.Zone Demand RESIDENTIAL 779.72. 517 589.Zone Demand RESIDENTIAL 779.82. 518 603.Zone Demand RESIDENTIAL 779.76. 519 604.Zone Demand RESIDENTIAL 779.75. 520 604.Zone Demand RESIDENTIAL 779.75. 521 616.Zone Demand RESIDENTIAL 779.70. 522 575.Zone Demand RESIDENTIAL 761.80. 523 578.Zone Demand Composite 761.79.40 524 574.Zone Demand 16.IRRIGATION 16.761.80. 525 559.Zone Demand RESIDENTIAL 775.93. 527 572.Zone Demand RESIDENTIAL 774.87.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 528 590.Zone Demand RESIDENTIAL 778.81. 529 546.Zone Demand 12.RESIDENTIAL 12.776.99. 530 552.Zone Demand RESIDENTIAL 776.96. 531 579.Zone Demand RESIDENTIAL 778.49 86. 532 572.Zone Demand RESIDENTIAL 778.88. 533 572.Zone Demand RESIDENTIAL 778.89. 534 572.Zone Demand RESIDENTIAL 777.88. 535 572.Zone Demand RESIDENTIAL 777.89. 536 571 .Zone Demand RESIDENTIAL 777.89. 537 569.Zone Demand 56.RESIDENTIAL 56.777.89. 538 571.Zone Demand RESIDENTIAL 777.89.49 539 572.Zone Demand RESIDENTIAL 777.89. 540 571.Zone Demand RESIDENTIAL 778.89.42 541 572.Zone Demand RESIDENTIAL 778.88. 542 572.Zone Demand 13.RESIDENTIAL 13.778.46 89. 543 553.Zone Demand Composite 778.41 97. 544 554.Zone Demand Composite 778.41 97. 546 555.Zone Demand RESIDENTIAL 778.41 96. 547 558.Zone Demand 13.Composite 13.778.95. 548 559.Zone Demand RESIDENTIAL 778.95. 549 559.Zone Demand IRRIGATION 778.94. 550 559.Zone Demand RESIDENTIAL 778.94. 551 559.Zone Demand RESIDENTIAL 778.94. 552 559.Zone Demand RESIDENTIAL 778.94. 553 557.Zone Demand 24.RESIDENTIAL 24.778.95. 554 557.Zone Demand 19.RESIDENTIAL 19.46 778.95. 555 558.Zone Demand 10.RESIDENTIAL 10.778.95. 556 559.Zone Demand 15.Composite 15.778.95. 557 560.Zone Demand RESIDENTIAL 778.94. 558 561.Zone Demand 19.Composite 19.778.94. 559 559.Zone Demand 15.RESIDENTIAL 15.778.95. 560 558.Zone Demand 12.Composite 12.778.95. 561 557.Zone Demand RESIDENTIAL 2,778.95. 562 558.Zone Demand RESIDENTIAL 779.95. 563 557.Zone Demand RESIDENTIAL 779.95. 564 557.Zone Demand RESIDENTIAL 779.95. 565 560.Zone Demand RESIDENTIAL 779.94. 566 558.Zone Demand RESIDENTIAL 779.95.45 567 556.Zone Demand COMMERCIAL 779.96. 568 615.Zone Demand 22.40 RESIDENTIAL 22.40 821.89. 569 595.Zone Demand RESIDENTIAL 821.98. 570 597.Zone Demand 22.40 RESIDENTIAL 22.40 821.96. 571 659.Zone Demand 22.RESIDENTIAL 22.841.79. 572 643.Zone Demand 12.RESIDENTIAL 12.841.85. 573 643.Zone Demand RESIDENTIAL 841.85. 574 644.Zone Demand RESIDENTIAL 841.85. 575 643.Zone Demand RESIDENTIAL 841.85. 576 661.Zone Demand 12.RESIDENTIAL 12.842.78. 577 649.Zone Demand 16.RESIDENTIAL 16.841.83.48 578 649.Zone Demand RESIDENTIAL 841.83.47 579 642.Zone Demand 14.RESIDENTIAL 14.841 .86. 580 645.Zone Demand RESIDENTIAL 841.85.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 581 643.Zone Demand RESIDENTIAL 841.85. 582 643.Zone Demand RESIDENTIAL 841.85. 583 648.Zone Demand RESIDENTIAL 841.83. 584 654.Zone Demand RESIDENTIAL 842.81. 585 652.Zone Demand RESIDENTIAL 842.82. 586 650.Zone Demand RESIDENTIAL 842.82. 587 652.Zone Demand RESIDENTIAL 806.66. 588 583.Zone Demand RESIDENTIAL 778.47 84. 589 576.Zone Demand COMMERCIAL 778.87. 590 574.Zone Demand RESIDENTIAL 778.88. 591 579.Zone Demand COMMERCIAL 778.86. 592 578.Zone Demand Composite 778.86. 593 579.Zone Demand 77.IRRIGATION 77.778.40 86. 594 578.Zone Demand RESIDENTIAL 778.44 86. 595 578.Zone Demand RESIDENTIAL 777.86.49 596 578.Zone Demand RESIDENTIAL 777.86. 597 578.Zone Demand RESIDENTIAL 777.86. 598 577.Zone Demand RESIDENTIAL 777.86.45 599 576.Zone Demand RESIDENTIAL 777.87. 600 576.Zone Demand RESIDENTIAL 777.87. 601 577.Zone Demand COMMERCIAL 777.86. 602 577.Zone Demand COMMERCIAL 777.86.45 603 575.Zone Demand RESIDENTIAL 777.87. 604 577.Zone Demand RESIDENTIAL 777.86. 605 578.Zone Demand COMMERCIAL 776.85. 606 578.Zone Demand RESIDENTIAL 776.85. 607 572.Zone Demand COMMERCIAL 773.87. 608 575.Zone Demand RESIDENTIAL 773.85. 609 575.Zone Demand RESIDENTIAL 773.85. 610 577.Zone Demand RESIDENTIAL 772.84.48 611 577.Zone Demand RESIDENTIAL 772.84. 612 577.Zone Demand RESIDENTIAL 772.84. 613 577.Zone Demand RESIDENTIAL 772.84. 614 577.Zone Demand 21.Composite 21.771.84. 615 578.Zone Demand COMMERCIAL 771.83. 616 580.Zone Demand 21.Composite 21.770.82. 617 562.Zone Demand RESIDENTIAL 782.47 95. 618 562.Zone Demand 23.Composite 23.782.95. 619 562.Zone Demand RESIDENTIAL 782.95. 620 566.Zone Demand RESIDENTIAL 785.94. 621 566.Zone Demand COMMERCIAL 785.94. 622 566.Zone Demand RESIDENTIAL 785.94. 623 567.Zone Demand 23.Composite 23.785.94. 624 567.Zone Demand RESIDENTIAL 786.94. 625 567.Zone Demand RESIDENTIAL 786.40 94. 628 569.Zone Demand 23.Composite 23.786.40 94. 636 578.Zone Demand RESIDENTIAL 779.87. 637 558.Zone Demand 13.RESIDENTIAL 13.776.94. 638 559.Zone Demand 29.RESIDENTIAL 29.776.93. 639 556.Zone Demand 34.46 Composite 34.46 775.95. 640 564.Zone Demand 56.RESIDENTIAL 56.776.91. 650 610.Zone Demand 22.RESIDENTIAL 22.779.73.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:39:53 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2026 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 651 553.Zone Demand 12.RESIDENTIAL 12.778.97.42 653 627.Zone Demand 16.RESIDENTIAL 16.788.69. 654 682.Zone Demand 21.RESIDENTIAL 21.40 855.75. 655 680.Zone Demand 18.48 RESIDENTIAL 18.48 855.76. 656 693.Zone Demand 23.RESIDENTIAL 23.855.70.42 657 563.Zone Demand 16.RESIDENTIAL 16.776.92. 658 598.Zone Demand RESIDENTIAL 778.78. 659 638.Zone Demand RESIDENTIAL 753.50. 660 640.Zone Demand COMMERCIAL 753.49. 661 641.Zone Demand RESIDENTIAL 753.48. 750 652.Zone Demand RESIDENTIAL 858.40 89. 751 571.Zone Demand RESIDENTIAL 766.84.48 752 567.Zone Demand 20.COMMERCIAL 20.782.93. 813 565.Zone Demand Fixed 775.91. 814 560.Zone Demand Fixed 775.92. 822 615.Zone Demand Fixed 779.70. 823 636.Zone Demand Fixed 792.67. 824 621.Zone Demand Fixed 788.49 72.47 825 609.Zone Demand 12.COMMERCIAL 12.764.67. 826 579.Zone Demand Fixed 778.44 86. 827 579.Zone Demand Fixed 778.49 86. 828 585.Zone Demand Fixed 778.83. 829 585.Zone Demand Fixed 778.83. 830 585.Zone Demand Fixed 778.83. 831 585.Zone Demand 109.Fixed 109.778.83. 832 585.Zone Demand Fixed 778.83. 833 585.Zone Demand Fixed 778.83. 834 585.Zone Demand Fixed 778.83. 835 585.Zone Demand Fixed 778.83. 836 585.Zone Demand Fixed 778.83. 837 585.Zone Demand Fixed 778.83. 838 585.Zone Demand Fixed 778.83. 840 585.Zone Demand Fixed 778.83. 841 564.Zone Demand Fixed 776.91. 842 552.Zone Demand Fixed 776.96. 843 560.Zone Demand Fixed 776.93. 844 663.Zone Demand RESIDENTIAL 831.72. 845 664.Zone Demand Fixed 833.73. 846 665.Zone Demand Fixed 835.47 73. 847 661.Zone Demand RESIDENTIAL 831.73. 848 664.Zone Demand RESIDENTIAL 833.73. 849 665.Zone Demand RESIDENTIAL 835.47 73. 850 567.Zone Demand Fixed 786.94. 851 574.Zone Demand Fixed 772.85. 852 574.Zone Demand Fixed 772.85. 853 575.Zone Demand Fixed 772.85. 901 591.Zone Demand Fixed 778.81. 906 553.Zone Demand COMMERCIAL 776.96. 917 625.Zone Demand Fixed 781.44 67. 981 640.Zone Demand Fixed 742.44. 982 644.Zone Demand Fixed 750.45. Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:39:53 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 13 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headless Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headless (ft) 370.PVC Open 257.777.777.0.48 266.PVC Open 777.777. 365.PVC Open 268.778.777.1.41 357.PVC Open 160.1.03 778.778. 369.PVC Open 64.0.41 778.778. 223.PVC Open 778.778. 358.PVC Open 65.47 0.42 778.41 778. 530.PVC Open 778.41 778.41 320.PVC Open 10.778.45 778.45 680.PVC Open 84.778.778.41 314.PVC Open 90.778.778.41 520.PVC Open 32.778.49 778.47 660.PVC Open 33.778.778.49 130.PVC Open 778.49 778.48 770.PVC Open 18.778.49 778. 446.PVC Open 68.0.43 778.778.47 380.PVC Open 98.778.778. 270.PVC Open 778.778. 440.PVC Open 50.778.778. 83.PVC Open 778.778. 72.PVC Open 60.778.778. 572.PVC Open 66.0.42 778.778. 195.PVC Open 41.0.47 778.778. 826.PVC Open 22.778.778. 368.PVC Open 26.45 778.778. 282.PVC Open 55.778.778. 228.PVC Open 70.0.45 778.778. 603.PVC Open 66.0.43 778.778. 340.PVC Open 30.778.778. 560.PVC Open 20.778.778. 249.PVC Open 108.778.778. 660.PVC Open 102.778.778. 400.PVC Open 778.778. 171.PVC Open 109.778.778. 375.PVC Open 82.778.778. 180.PVC Open 21.778.778. 318.PVC Open 11.778.778. 310.PVC Open 778.778. 238.PVC Open 28.778.778. 250.Asbesto Open 12.778.778. 164.PVC Open 778.778. 64.PVC Open 42.778.778. 80.PVC Open 191.778.778. 479.PVC Open 38.778.778. 70.PVC Open 71.778.778. 61.00 PVC Open ; 09.45 778.778. 451.PVC Open 58.778.778. 172.PVC Open 92.778.778. 149.PVC Open 37.0.42 778.778. 390.Asbesto Open 17.778.778. 250.Asbesto Open 22.778.778.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07 00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 390.Asbesto Open 778.778. 261.Asbesto Open 17.778.778. 211.Asbesto Open 778.778. 330.Asbesto Open 778.778. 352.PVC Open 38.0.44 778.778. 330.PVC Open 27.778.778. 220.PVC Open 75.779.778. 444.PVC Open 779.779. 31.PVC Open 89.779.779. 83.PVC Open 107.779.779. 87.Ductile I Open 435.612.611.17. 15.PVC Open 107.779.779. 251.PVC Open 142.779.779.0.43 334.PVC Open 17.45 779.779. 129.PVC Open 14.779.779. 556.PVC Open 37.779.779. 387.PVC Open 39.779.779. 131.PVC Open 15.779.779. 150.PVC Open 64.44 779.779. 326.PVC Open 40.779.779. 570.PVC Open 16.779.779. 280.PVC Open 779.779. 402.PVC Open 28.779.779. 150.PVC Open 107.779.778. 700.PVC Open 39.44 0.45 778.778. 325.PVC Open 45.779.778. 360.PVC Open 778.778. 158.PVC Open 778.778. 985.PVC Open 27.779.778. 930.PVC Open 83.779.778. 550.PVC Open 778.778. 410.PVC Open 147.778.778.0.46 660.PVC Open 95.779.778. 130.PVC Open 779.779. 314.PVC Open 779.779.47 1 ,283.PVC Open 129.1.47 781.45 779.1.52 910.PVC Open 145.781.45 779. 383.PVC Open 262.779.779. 300.PVC Open 115.779.779. 292.PVC Open 140.779.779.0.42 372.PVC Open 124.779.779. 150.PVC Open 779.779. 340.PVC Open 132.779.779. 125.PVC Open 104.780.779. 158.PVC Open 780.779. 360. - - pve Open ii2.l4 780.780.tLU 100 809.PVC Open 38.0.44 780.779. 101 95.PVC Open 779.779. 102 620.PVC Open 162.780.46 780. 103 150.PVC Open 82.785.785.42 104 980.PVC Open 139.785.783.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 105 280.PVC Open 14.783.783. 106 50.PVC Open 116.783.783. 107 233.PVC Open 783.783. 108 110.PVC Open 783.783. 109 207.PVC Open 117.783.783.49 110 300.PVC Open 285.783.49 781.45 111 470.PVC Open 781.45 781.45 112 120.PVC Open 781.45 781. 113 124.PVC Open 781.45 781.45 114 145.PVC Open 781.45 781.45 115 430.PVC Open 14.781.45 781.44 116 316.PVC Open 781.44 781.44 117 250.PVC Open 23.781.47 781.45 118 190.PVC Open 781.47 781.47 119 240.PVC Open 28.781.49 781.47 120 621.PVC Open 20.781.49 781.46 121 100.PVC Open 781.46 781.46 122 280.PVC Open 12.781.46 781.45 123 140.PVC Open 781.45 781.45 124 530.PVC Open 781.45 781.45 125 270.PVC Open 53.46 781.781.49 126 78.PVC Open 13.781.781. 127 610.PVC Open 10.781.781. 128 430.PVC Open 67.0.43 781.781. 129 250.PVC Open 781.781. 130 480.PVC Open 10.781.781. 131 100.PVC Open 781.781. 132 80.PVC Open 781.781. 133 165.PVC Open 27.781.781. 134 270.PVC Open 781.781. 135 243.PVC Open 40.781.781. 136 600.PVC Open 373.781.780. 137 300.PVC Open 420.40 785.781. 138 194.PVC Open 24.44 785.785. 139 200.PVC Open 69.785.781. 140 400.PVC Open 94.785.786. 141 67.PVC Open 273.786.786.1.47 142 940.PVC Open 175.786.783.49 143 95.PVC Open 401.786.785. 144 700.PVC Open 439.788.786. 145 260.PVC Open 226.788.788. 146 420.PVC Open 732.792.788. 147 656.PVC Open 32.786.786. 148 548.PVC Open 11.786.786. 149 112.PVC Open 786.786. 150 867.12.pve t"'Inon 1 """, .., 7c:n (\7 .., 7C:" "7 1 ~I-'~"v~v.V"7 'v"'.Co. """"",... 151 601.PVC Open 786.786. 152 570.PVC Open 694.4.43 785.42 780.46 154 Ductile I Open 101.611.610. 155 Ductile I Open 147.611.610. 156 Ductile I Open 611.611.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 157 20.Ductile I Open 101 .779.779. 158 15.Ductile I Open 147.779.779. 159 10.Ductile I Open 779.779. 160 170.PVC Open 61.778.778. 161 575.PVC Open 54.40 778.778. 162 797.PVC Open 20.778.778. 163 505.PVC Open 86.778.779. 164 420.PVC Open 614.49 788.785.42 165 150.PVC Open 46.788.788. 166 507.PVC Open 365.780.778. 167 96.PVC Open 262.534.534. 169 48.PVC Open 262.778.778. 170 364.PVC Open 778.778. 171 880.PVC Open 660.795.788. 172 340.PVC Open 60.778.778. 173 160.PVC Open 778.778. 174 460.PVC Open 778.778. 175 260.PVC Open 29.779.779. 176 80.PVC Open 779.779. 177 170.PVC Open 48.778.778. 178 420.PVC Open 778.778. 179 393.PVC Open 25.778.778. 180 120.PVC Open 15.778.778. 181 394.PVC Open 46.778.778. 182 225.PVC Open 48.778.778. 183 442.PVC Open 134.778.778. 185 258.PVC Open 273.788.787.1.47 186 300.PVC Open 110.787.786.1.46 187 700.PVC Open 153.787.786.1.46 188 800.PVC Open 234.1.49 786.785. 189 158.PVC Open 292.788.788. 190 700.PVC Open 41.44 788.788. 191 260.PVC Open 73.0.47 788.788. 192 700.PVC Open 18.788.788. 193 698.PVC Open 32.788.788. 194 448.PVC Open 30.777.777. 195 480.PVC Open 777.777. 196 800.PVC Open 777.777. 197 242.PVC Open 777.777. 198 371.PVC Open 222.1.42 777.776. 199 846.PVC Open 25.776.776. 200 095.PVC Open 66.0.42 776.776. 201 221.PVC Open 194.1.24 776.776. 202 273.PVC Open 153.776.776.46 203 523.PVC Open 106.776.776.47 po204 573.pve I"\~~~A"7 776.776.~t-""" .." . h-' 205 257.PVC Open 16.776.47 776.46 206 616.PVC Open 83.776.47 776. 207 173.PVC Open 776.776. 208 796.PVC Open 63.0.41 776.776. 209 188.PVC Open 776.776.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 4 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Wiliiams (gpm)(ftIs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headless (ft) 210 310.PVC Open 52.776.776. 211 158.PVC Open 776.776. 212 275.PVC Open 45.776.776. 213 272.PVC Open 17.776.776. 214 270.PVC Open 22.776.776. 215 438.PVC Open 776.776. 216 49.PVC Open 776.776. 217 129.PVC Open 776.776. 218 168.PVC Open 776.776. 219 462.PVC Open 10.776.776. 220 225.PVC Open 168.1.08 776.46 776. 221 276.PVC Open 118.776.776. 223 460.PVC Open 776.776. 224 737.12.PVC Open 67.776.776. 225 309.PVC Open 57.776.776. 226 502.PVC Open 10.776.776. 227 237.PVC Open 776.776. 228 299.PVC Open 32.776.776. 229 498.PVC Open 776.776. 230 317.PVC Open 776.776. 231 327.PVC Open 12.776.776. 232 487.12.PVC Open 776.776. 233 464.PVC Open 776.776. 234 494.PVC Open 776.776. 235 332.12.PVC Open 13.776.776. 236 458.PVC Open 776.776. 237 298.PVC Open 776.776. 238 363.12.PVC Open 24.776.776. 239 465.PVC Open 33.776.776. 240 513.12.PVC Open 776.776. 241 654.PVC Open 24.778.778. 242 880.12.PVC Open 20.778.778. 243 980.12.PVC Open 313.779.778.0.25 244 759.12.PVC Open 136.45 778.778. 245 100.12.PVC Open 778.778. 246 430.PVC Open 131.778.778.46 247 712.PVC Open 54.778.46 778. 248 760.PVC Open 74.0.47 778.46 778. 249 50.PVC Open 778.778. 250 263.PVC Open 44.778.778. 251 50.PVC Open 778.778. 252 800.PVC Open 48.778.41 778. 253 655.12.PVC Open 187.778.778. 254 370.PVC Open 187.778.778.49 255 670.12.PVC Open 778.778. 256 40.PVC ""~nn 00 " "" 778.778.~,..o,' 257 650.12.PVC Open 778.778. 258 40.PVC Open 778.778. 259 020.12.PVC Open 778.778. 260 480.PVC Open 331.778.777. 261 167.PVC Open 554.777.776.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ftl1000ft)Headloss (ft) 262 395.PVC Open 338.776.775. 263 527.PVC Open 160.775.775. 264 477.PVC Open 165.775.775. 265 341.PVC Open 31.19 775.775. 266 261.PVC Open 183.49 775.775. 267 136.PVC Open 248.775.47 775. 268 604.PVC Open 75.0.48 775.775.47 269 355.PVC Open 118.775.775. 270 776.PVC Open 198.776.776. 271 810.PVC Open 232.43 1.48 777.778. 272 547.PVC Open 778.778. 273 618.PVC Open 185.778.779.0.44 274 332.PVC Open 190.1.22 779.779. 275 700.PVC Open 89.779.779. 276 83.PVC Open 280.779.779. 277 419.PVC Open 53.43 779.43 779. 278 620.12.PVC Open 779.779. 280 813.PVC Open 114.778.778. 281 287.12.PVC Open 339.786.785. 282 797.12.PVC Open 314.45 782.779. 283 320.PVC Open 779.779. 284 388.12.PVC Open 310.779.778.1.46 285 528.12.PVC Open 329.778.47 778.0.42 286 358.12.PVC Open 614.778.776. 287 419.PVC Open 360.776.774.2.48 288 341.PVC Open 350.774.774. 289 193.PVC Open 774.774. 290 267.12.PVC Open 1 ,248.776.775.3.43 291 640.PVC Open 169.774.774. 292 460.12.PVC Open 798.774.773.1.46 293 302.PVC Open 236.774.773. 294 213.12.PVC Open 026.773.773.40 295 511.12.PVC Open 092.773.40 772. 296 305.12.PVC Open 69.44 773.41 773. 297 650.PVC Open 773.41 773. 298 516.12.PVC Open 830.773.41 772. 299 19.12.PVC Open 625.772.772. 300 334.PVC Open 204.772.771.46 301 241.PVC Open 752.795.792.10.2.44 302 911.12.PVC Open 1,412.799.795. 303 156.PVC Open 279.799.45 799. 304 239.PVC Open 73.0.47 799.48 799.45 305 176.PVC Open 11.799.48 799.48 306 140.PVC Open 799.799. 307 283.PVC Open 799.48 799.480"/'\0 265.0 /'\Dill"' '"'-~- "" ,",0 799.799.48 ' - vvv 'vv ""1-"'"00.",,0 309 205.PVC Open 799.799. 310 977.PVC Open 103.799.799. 311 142.PVC Open 799.799. 312 850.PVC Open 125.800.799. 313 666.PVC Open 212.40 800.799.45Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBenlley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 314 402.PVC Open 352.801.800. 315 547.PVC Open 248.801.801. 316 401.PVC Open 112.801.801. 317 742.PVC Open 51.801.801. 318 343.PVC Open 801.801. 319 273.PVC Open 67.0.43 801.801. 320 288.PVC Open 83.45 801.801. 321 290.PVC Open 50.801.801. 322 133.PVC Open 17.801.801. 323 270.PVC Open 72.0.46 801.801. 324 472.PVC Open 801.801. 325 298.PVC Open 213.801.801.41 326 747.PVC Open 110.801.41 801. 327 154.PVC Open 82.801.41 801. 328 160.PVC Open 466.802.801. 329 094.12.PVC Open 133.46 802.799. 330 804.12.PVC Open 600.806.802.4.45 331 474.PVC Open 234.821.820. 332 221.PVC Open 821.821 . 333 260.PVC Open 250.821.43 821 . 334 213.PVC Open 821.43 821.43 335 138.PVC Open 821.43 821.43 336 267.PVC Open 261.821.821.43 337 592.12.PVC Open 237.821.821. 338 260.12.PVC Open 509.1.44 821.95 821. 339 281.PVC Open 18.48 821.821. 340 449.12.PVC Open 534.822.821. 341 174.PVC Open 821.821. 342 286.PVC Open 821.821. 343 402.12.PVC Open 379.49 822.820. 344 192.12.PVC Open 919.5.44 831.822. 345 504.12.PVC Open 609.842.841.0.44 346 261.12.PVC Open 176.842.842. 347 228.PVC Open 75.0.48 842.842. 348 532.12.PVC Open 932.5.48 841.837. 349 172.12.PVC Open 273.842.841. 350 180.PVC Open 842.842. 351 641.12.PVC Open 281.47 844.47 842. 352 215.PVC Open 785.844.47 842.11. 353 228.12.PVC Open 076.846.844.47 354 388.PVC Open 846.846. 355 278.12.PVC Open 084.849.846. 356 862.PVC Open 385.851.849.2.43 357 384.12.PVC Open 713.851.849.2.43358445.12.PVC Open 114.855.851.56 359 285.12.pve nmm 127.') c"" 70 "0""""0 ""c: ,..-.. vvv. , ~ c..Uvv.u,", 360 433.12.PVC Open 804.855.856.43 1.48 361 110.12.PVC Open 659.1.87 841.841. 362 701.12.PVC Open 449.858.855. 363 278.12.PVC Open 826.860.858.1.99 364 1 ,033.PVC Open 361.858.856.43 2.48Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headless (ft) 365 213.PVC Open 717.856.43 858.40 366 15.PVC Open 858.40 858.40 367 928.PVC Open 717.867.858.40 370 40.PVC Open 34.778.778. 371 40.PVC Open 777.777. 372 360.12.PVC Open 525.1.49 780.46 780. 373 479.PVC Open 139.779.779. 374 102.12.PVC Open 76.776.776. 375 90.12.PVC Open 134.776.776. 376 789.12.PVC Open 1,467.864.860. 377 321.PVC Open 384.2.45 864.860. 378 203.12.PVC Open 870.866.864.7.49 379 775.12.PVC Open 813.753.748.5.47 380 558.12.PVC Open 821.821. 381 890.12.PVC Open 813.748.742. 383 107.12.PVC Open 870.867.866.7.49 384 154.PVC Open 270.775.774.1.44 385 378.PVC Open 774.774. 386 257.PVC Open 257.774.774. 387 333.PVC Open 774.774. 388 270.PVC Open 242.47 774.774. 389 185.PVC Open 774.774. 390 419.PVC Open 507.774.772. 391 250.PVC Open 124.772.772. 392 535.PVC Open 90.772.772. 393 113.PVC Open 371.772.772. 394 377.PVC Open 270.772.771.1.43 395 474.PVC Open 214.772.771.0.44 396 250.PVC Open 476.46 771.770.1.05 397 598.PVC Open 372.772.770. 398 270.12.PVC Open 071.49 771.770. 399 202.PVC Open 771.771. 400 280.12.PVC Open 081.772.771. 401 233.PVC Open 772.772. 402 310.12.PVC Open 912.5.43 770.768.2.43 403 377.PVC Open 768.768. 404 252.12.PVC Open 901.768.766. 405 213.PVC Open 766.766. 406 535.12.PVC Open 889.766.762. 407 160.PVC Open 462.762.761. 408 308.12.PVC Open 1,417.762.760. 409 PVC Open 760.760. 41 0 265.PVC Open 30.821.821. 411 136.PVC Open 17.821.821. 412 330.PVC Open 821.821. 413 942.12.PVC (")non 187.,., 0,.,' 7n ,., 0'" ""..." .",,_.. v~'"c:.uc:. '.v. 'v 414 216.PVC Open 34.46 821.821. 415 433.PVC Open 821.821. 416 265.PVC Open 17.821.821. 417 392.12.PVC Open 73.855.855. 418 493.12.PVC Open 56.855.855.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(Ws)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(Wi OOOft)Headloss (ft) 419 263.PVC Open 855.855. 420 336.PVC Open 855.855. 421 907.PVC Open 21.855.855. 422 377.12.PVC Open 47.855.855. 423 770.PVC Open 22.855.855. 424 20.12.PVC Open 837.837. 425 980.12.PVC Open 836.836. 426 209.12.PVC Open 836.836. 427 207.12.PVC Open 836.836. 428 251.12.PVC Open 977.775.774. 429 281.PVC Open 12.776.776. 430 370.PVC Open 109.778.778. 431 54.PVC Open 778.778. 432 55.PVC Open 778.778. 433 506.PVC Open 118.778.24 778.40 434 155.12.PVC Open 104.778.47 778.47 435 467.PVC Open 34.778.778. 436 360.PVC Open 95.778.40 778.47 437 760.PVC Open 24.778.41 778.40 438 348.PVC Open 67.0.43 778.41 778.45 439 51.12.PVC Open 86.778.45 778.45 440 18.12.PVC Open 778.778.45 441 642.12.PVC Open 89.778.45 778.47 442 350.12.PVC Open 15.778.47 778.47 443 336.12.PVC Open 213.778.47 778. 444 829.12.PVC Open 213.778.778. 445 120.PVC Open 152.778.778.0.49 446 470.PVC Open 778.778. 447 265.12.PVC Open 213.778.778. 448 337.PVC Open 126.779.779. 449 39.PVC Open 778.778. 450 705.12.PVC Open 218.778.778. 451 197.12.PVC Open 236.778.778. 452 250.12.PVC Open 778.47 778.47 453 546.PVC Open 53.43 779.40 779. 454 526.PVC Open 12.779.779. 455 730.PVC Open 88.779.779. 456 236.PVC Open 127.779.779.46 P-457 235.12.PVC Open 28.779.46 779.46 458 311.12.PVC Open 17.779.46 779.46 459 314.12.PVC Open 10.779.46 779.46 460 331.PVC Open 779.46 779.46 461 399.12.PVC Open 155.0.44 779.46 779.49 462 322.12.PVC Open 280.779.49 779.42 463 711.12.PVC Open 279.779.42 779. 464 355.12.PVC Open 436.1.24 779.779.49 0.47 465 158.PVC Open 170.779.779. 466 432.PVC Open 78.779.49 779. 467 475.PVC Open 74.0.47 779.49 779. 468 316.PVC Open 138.779.779.49 0.41 469 347.12.PVC Open 493.1.40 779.779.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems. Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 9 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 470 178.12.PVC Open 607.48 780.779. 471 660.12.PVC Open 609.780.780. 472 224.12.PVC Open 610.780.780. 473 296.12.PVC Open 948.45 780.781. 474 153.12.PVC Open 607.48 779.779. 476 304.PVC Open 779.779. 477 692.PVC Open 334.42 779.780.1.4847813.PVC Open 10.42 779.779. 479 84.PVC Open 28.779.779. P-480 200.12.PVC Open 525.1.49 780.780. 481 550.12.PVC Open 514.1.46 780.779. 482 703.PVC Open 117.779.779. 483 960.12.PVC Open 388.779.779. 484 265.12.PVC Open 471.779.779. 485 447.12.PVC Open 23.855.855. 486 160.12.PVC Open 19.855.855. 487 159.12.PVC Open 855.855. 488 981.PVC Open 12.855.855. 489 135.12.PVC Open 855.855. 490 338.PVC Open 126.775.775. 491 317.PVC Open 775.775. 492 010.PVC Open 125.775.774. 493 314.PVC Open 226.1.45 774.774. 494 159.PVC Open 113.48 774.774. 495 527.PVC Open 113.48 775.774. 496 134.12.PVC Open 963.779.778. 498 96.PVC Open 138.493.2,493. 499 356.12.PVC Open 486.778.778. 500 259.12.PVC Open 478.778.778.44 0.56 501 152.12.PVC Open 373.778.49 778.44 503 30.PVC Open 778.778. 504 120.PVC Open 60.778.778. 505 30.PVC Open 778.778. 507 27.PVC Open 778.778. 508 197.PVC Open 12.49 778.778. 509 785.PVC Open 10.778.778. 510 222.PVC Open 778.778. 511 683.PVC Open 778.778. 512 819.PVC Open 778.778. 513 283.PVC Open 778.778. 514 136.PVC Open 778.778. 515 560.PVC Open 775.775. 517 96.Steel Open 351.419.419. 518 250.PVC Open 13.778.778. 519 673.PVC Open 137.778.778.0.41 520 32.PVC Open 38.778.778. 521 769.PVC Open 99.778.778. 522 105.PVC Open 16.778.778. 523 305.12.PVC Open 221.778.778. 524 94.PVC Open 34.778.778. 525 232.12.PVC Open 256.778.778.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 526 294.12.PVC Open 195.778.778. 527 248.PVC Open 778.778. 528 83.PVC Open 778.778. 529 115.12.PVC Open 196.778.778. 530 384.12.PVC Open 196.778.778. 531 153.12.PVC Open 196.778.778. 532 216.12.PVC Open 196.778.778. 533 169.12.PVC Open 196.778.778. 534 163.12.PVC Open 196.779.778. 535 222.12.PVC Open 196.779.779. 536 395.12.PVC Open 198.46 779.779. 537 322.PVC Open 70.0.45 779.779. 538 574.PVC Open 70.0.45 779.778. 539 315.PVC Open 70.0.45 778.778. 540 306.PVC Open 70.0.45 778.778. 541 359.PVC Open 70.0.45 778.778. 542 145.PVC Open 778.778. 543 289.PVC Open 778.778. 544 387.PVC Open 778.778. 545 57.12.PVC Open 778.778. 546 50.PVC Open 778.778. 547 329.PVC Open 778.778. 548 284.PVC Open 778.778. 549 284.PVC Open 778.778. 550 210.PVC Open 778.778. 551 171.PVC Open 778.778. 552 269.PVC Open 114.779.779. 553 161.PVC Open 114.779.779. 554 90.PVC Open 779.779. 555 63.12.PVC Open 269.45 779.779. 556 252.PVC Open 778.778. 557 256.12.PVC Open 269.45 779.779. 558 702.12.PVC Open 269.46 779.779. 559 110.12.PVC Open 779.779. 560 275.PVC Open 114.779.779. 561 436.12.PVC Open 779.779. 562 79.PVC Open 779.779. 563 442.12.PVC Open 779.779. 564 68.PVC Open 779.779. 565 42.12.PVC Open 779.779. 566 86.PVC Open 779.779. 567 433.12.PVC Open 779.779. 568 64.12.PVC Open 779.779. 569 222.PVC Open 775.775. 570 307.PVC Open 195.775.774. 571 220.pve Open 774.774. 572 247.PVC Open 186.1.19 774.774. 573 254.PVC Open 774.774. 574 400.PVC Open 176.774.774. 575 287.PVC Open 774.774. 576 606.12.PVC Open 150.0.43 821.821.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ftIs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(Wi OOOft)Headloss (ft) 577 326.12.PVC Open 150.0.43 821.821. 578 16.PVC Open 56.821 .821. 579 125.12.PVC Open 94.821 .821. 580 48.PVC Open 821.821. 581 307.12.PVC Open 66.821.821. 582 252.PVC Open 14.821.821. 583 906.PVC Open 12.821.821. 584 151.PVC Open 15.821.821. 585 259.12.PVC Open 44.821.821. 586 471.12.PVC Open 22.40 821 .821. 588 320.PVC Open 779.779. 589 481.PVC Open 86.778.778. 590 480.PVC Open 778.778. 591 500.PVC Open 778.778. 592 334.PVC Open 112.779.778. 593 250.PVC Open 779.779. 594 832.PVC Open 51 .779.779. 595 350.PVC Open 80.779.779. 596 325.PVC Open 779.779. 597 223.PVC Open 779.779. 598 460.PVC Open 35.779.779. 599 540.12.PVC Open 352.779.779. 600 660.PVC Open 25.779.779. 601 160.PVC Open 60.47 779.779. 602 120.PVC Open 779.779. 603 200.PVC Open 67.0.43 779.779. 604 375.PVC Open 41.48 779.779. 605 500.PVC Open 114.779.779. 606 466.PVC Open 761.761. 607 121.00 PVC Open 453.761.761.0.46 608 308.PVC Open 436.761.759. 609 198.12.PVC Open 1,401.760.759. 610 199.PVC Open 121.27 775.775. 611 673.PVC Open 118.775.775. 612 91.PVC Open 774.774. 613 354.PVC Open 196.44 778.778.46 614 739.12.PVC Open 776.776. 615 878.12.PVC Open 776.776. 616 642.12.PVC Open 776.776. 617 35.PVC Open 785.785. 618 246.PVC Open 779.779. 619 179.PVC Open 22.778.778. 620 215.PVC Open 778.49 778.49 621 780.PVC Open 138.778.49 778.0.41 622 123.PVC Open 778.778. 623 286.pve Open 128.1.46 778.777.1.49 0.43 624 160.PVC Open 777.777. 625 660.PVC Open 117.777.777. 626 225.PVC Open 312.777.777.0.42 627 357.PVC Open 199.777.777. 628 114.PVC Open 777.777.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(Ws)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(Wi OOOft)Headloss (ft) 629 395.PVC Open 205.778.777. 630 97.PVC Open 778.778. 631 305.PVC Open 213.778.46 778. 632 280.PVC Open 30.778.49 778.46 633 380.PVC Open 778.41 778.41 634 316.PVC Open 778.41 778.41 635 230.PVC Open 778.41 778. 636 60.PVC Open 24.778.41 778.41 637 602.PVC Open 6.41 778.41 778.41 638 650.PVC Open 778.41 778.41 639 346.PVC Open 139.778.779.0.42 640 269.PVC Open 778.778. 641 215.PVC Open 778.2,778. 642 245.PVC Open 25.40 778.778. 643 325.PVC Open 42.778.778. 644 190.PVC Open 85.778.778. 645 503.PVC Open 778.778. 646 268.PVC Open 15.778.778. 647 349.PVC Open 17.778.778. 648 172.PVC Open 15.778.778. 649 299.PVC Open 43.778.778. 650 355.PVC Open 16.778.778. 651 265.PVC Open 778.778. 652 260.PVC Open 778.778. 653 432.PVC Open 19.778.778. 654 153.PVC Open 26.778.778. 655 154.PVC Open 78.778.778. 656 96.PVC Open 140.43 779.778.0.42 657 191.PVC Open 58.779.779. 658 46.PVC Open 35.779.779. 659 352.PVC Open 94.779.779. 660 566.PVC Open 81.779.779. 661 219.PVC Open 176.779.779. 662 175.PVC Open 779.779. 663 197.PVC Open 12.778.778. 664 259.PVC Open 53.778.778. 665 637.PVC Open 88.841.842. 666 120.PVC Open 109.841.841. 667 504.PVC Open 841.841. 668 167.PVC Open 841.841. 669 251.PVC Open 23.841.841. 670 104.PVC Open 841.841. 671 231.PVC Open 28.41 841.841. 672 341.PVC Open 33.841.841. 673 337.PVC Open 65.842.841. 674 285. - - PVC Open 842.842.tS. 675 199.PVC Open 842.842. 676 283.PVC Open 75.0.48 842.842. 677 397.PVC Open 50.841.841. 678 865.PVC Open 35.841.841. 679 123.PVC Open 841.841.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 680 231.PVC Open 48.841.841. 681 142.PVC Open 94.841.841. 682 166.PVC Open 37.841.841. 683 818.PVC Open 821.43 821.43 684 325.12.PVC Open 607.808.806. 685 51.PVC Open 22.40 821.821. 686 53.PVC Open 22.40 821.821. 687 22.PVC Open 476.5.41 778.778.18.0.40 688 146.12.PVC Open 486.778.778. 689 70.12.PVC Open 478.778.44 778.40 691 524.PVC Open 147.778.47 778.0.46 692 113.PVC Open 778.778. 693 166.PVC Open 778.778. 694 689.PVC Open 146.778.777.0.46 695 356.12.PVC Open 774.46 778.40 777.0.49 696 63.12.PVC Open 921.42 777.777. 697 126.PVC Open 777.777. 698 248.12.PVC Open 921.42 777.777.0.48 699 173.PVC Open 15.48 777.777. 700 11.PVC Open 777.777. 701 280.PVC Open 15.48 777.777. 702 156.PVC Open 777.777. 703 299.PVC Open 777.777. 704 279.PVC Open 777.777. 705 582.12.PVC Open 905.777.776.1.08 706 10.PVC Open 776.776. 707 401.12.PVC Open 903.776.773. 708 201.PVC Open 773.773. 709 14.PVC Open 773.773. P- 710 132.12.PVC Open 901.773.773.41 711 335.12.PVC Open 625.772.772. 712 323.12.PVC Open 772.772. P- 713 228.12.PVC Open 625.772.772. 714 12.PVC Open 772.772. 715 163.12.PVC Open 625.772.771. P- 716 160.PVC Open 771.91 771. P- 718 620.PVC Open 204.771.46 770. 719 471.12.PVC Open 948.45 781.782.47 720 153.12.PVC Open 948.45 782.47 782. 721 14.12.PVC Open 782.782. 723 141.12.PVC Open 971.785.785. 724 320.12.PVC Open 995.785.786. 725 502.12.PVC Open 23.785.785. 726 214.12.PVC Open 23.785.785. 727 372.PVC Open 77.0.49 776.776. 72S 156. ~ ~ PVC Open 29.776.776. 729 708.PVC Open 34.776.775. 730 797.PVC Open 39.776.776. 731 160.PVC Open 100.776.776. 732 48.12.PVC Open 779.779. 733 425.PVC Open 84.778.778.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 735 62.12.PVC Open 779.779. 736 65.12.PVC Open 779.779. 737 33.PVC Open 779.779. 738 136.PVC Open 192.1.23 779.779. 739 392.12.PVC Open 13.778.778. 740 14.PVC Open 79.778.778. 741 414.12.PVC Open 65.778.778. 742 275.PVC Open 116.778.778. 743 120.PVC Open 36.778.778. 744 43.12.PVC Open 932.5.48 837.836. 745 171.12.PVC Open 995.786.786. 747 566.12.PVC Open 1 ,459.786.40 779. 749 50.96.PVC Open 236.422.2,422. 751 37.PVC Open 779.779. 752 42.PVC Open 779.779. 753 697.PVC Open 95.779.779. 754 420.PVC Open 11.42 778.778. 755 452.PVC Open 49.788.788. 756 895.PVC Open 855.855. 757 777.PVC Open 855.855. 758 967.PVC Open 10.855.855. 759 920.PVC Open 182.776.775. 760 830.12.PVC Open 136.778.778. 762 30.PVC Open 753.753. 763 833.12.PVC Open 1 ,335.785.782. 764 330.PVC Open 774.753.750.10. 765 140.Steel Open 435.543.541.13.1.86 766 12.PVC Open 607.820.820. 767 356.PVC Open 775.757.753.10. 768 239.12.PVC Open 748.748. 769 12.PVC Open 786.786. 844 254.12.PVC Open 922.5.45 833.831. 845 230.12.PVC Open 923.40 5.46 835.833. 846 188.12.PVC Open 924.5.46 836.835.47 1.49 847 383.PVC Open 831.831. 848 176.PVC Open 1.37 833.833. 849 168.PVC Open 835.47 835.47 900 587.12.PVC Open 588.875.867.14. 901 Steel Open 262.778.778. 904 143.12.PVC Open 351.787.47 786. 906 60.12.PVC Open 138.776.776. 907 798.PVC Open 236.834.786.40 26.47. 950 171.PVC Open 70.0.45 778.778. 954 23.64.PVC Open 273.574.574. 958 76.PVC Open 35.775.775. 959 345.PVC Open 217.775.775. 960 37.PVC Open 213.1.36 775.775. 964 139.12.PVC Open 604.1.71 771.770. 965 21.12.PVC Open 778.778. 968 1 ,673.PVC Open 753.753. 971 601.PVC Open 18.779.779.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.001 01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ftl1 OOOft)Headloss (ft) 972 79.PVC Open 779.779. 973 180.PVC Open 15.779.779. 974 904.PVC Open 11.792.792. 975 179.PVC Open 11.792.792. 976 344.PVC Open 788.788.49 977 178.PVC Open 788.49 788.49 978 629.PVC Open 775.764.757.10. 979 592.PVC Open 787.770.764.11. 980 752.PVC Open 774.750.742.10. 981 PVC Open 588.16.742.741.114. 982 100.12.PVC Open 774.750.750. 984 126.12.PVC Open 373.778.44 778.40 985 103.PVC Open 778.44 778.44 986 207.PVC Open 778.49 778.49 987 32.PVC Open 806.806. 988 415.PVC Open 60.778.778.49 989 710.PVC Open 380.2.43 774.772. 990 846.12.PVC Open 496.1.41 778.779. 991 19.PVC Open 380.2.43 772.772. 992 269.12.PVC Open 199.778.778. 993 340.12.PVC Open 199.778.778. 994 67.12.PVC Open 199.778.778. 995 230.12.PVC Open 89.778.778. 996 172.12.PVC Open 89.778.778. 997 147.PVC Open 60.778.778. 998 54.PVC Open 12.778.778. 999 190.12.PVC Open 73.778.778. 1000 80.12.PVC Open 16.778.778. 1001 141.12.PVC Open 16.778.778. 1'Q02 262.12.PVC Open 16.778.778. 1003 11.12.PVC Open 16.778.778. 1005 258.12.PVC Open 313.778.778.49 1006 84.12.PVC Open 296.778.778. 1007 290.12.PVC Open 296.778.778. 1008 716.PVC Open 102.841.841. 1012 194.PVC Open 256.777.776. 1013 158.PVC Open 156.776.776. 1014 443.PVC Open 120.776.776. 1015 162.PVC Open 120.776.776. 1016 013.PVC Open 100.40 776.776. 1018 372.PVC Open 100.40 776.776. 1025 64.12.PVC Open 242.786.786.3.40 1026 50.96.PVC Open 242.422.422. 1027 46.12.PVC Open 995.786.40 786. 1029 716.12.PVC Open 772.772. 1030 229.12.PVC Open 772.772. 1031 211.12.PVC Open 772.772. 1032 536.PVC Open 79.778.778. 1034 051.12.PVC Open 971.782.785. 1035 20.12.PVC Open 246.786.786. 1036 271.14.PVC Open 246.786.786.40Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:40:06 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 16 of 17 Scenario: 2026 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status.Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headless (ft) 1037 19.PVC Open 273.786.786.1.48 Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:40:06 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 17 of 17 Scenario: 2026 Fire Flow Analysis Pump Report Label Discharge Control Elevation Intake Pump Discharge Calculated(gpm)Status (ft)Pump Head Pump Water Grade (ft)Grade Power (ft).(ft)(Hp) PMP-262.534.534.244.778.16. PMP-435.543.541.71.41 612. PMP-101 .610.610.168.779. PMP-147.610.610.168.24 779. PMP-Off 610.611.779. PMP-273.624.574.211.786.14. PMP-351.399.2,419.368.47 787.47 125. PMP-138.2,474.2,493.282.776. PMP-236.372.422.412.834.128. PMP-242.567.2,422.364.786.114. PMP-Boost 588.640.741.22 134.875.87. Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:40:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2026 Fire Flow Analysis Tank Report Label Base Minimum Initial Maximum Inactive Tank Inflow Current Calculated CalculatedElevationElevationHGLElevationVolumeDiameter(gpm)Status Hydraulic Grade Percent (ft)(ft)(ft)(ft)(gal)(ft)(ft)Full (%) 610.610.611.618.N/A 185.Filling 611. Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:40:28 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)HaestadMethods Solution Center Watertown, CT06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2026 Fire Flow Analysis Valve Report Label Elevation Diameter Control Discharge From Headloss Calculated (ft)(in)Status (gpm)HGL HGL (ft)Pressure (ft)(ft)Setting (psi) FCV-Hwy 55 602.12.Closed 821.748. FCV-5 Southhampton 652.Closed 806.821.43 FCV-6 GREAT SKY Wy 569.12.Inactive 778.778. TCV-Horse Shoe Bend 620.Throttling 775.757.757. PSV-1 Floating Feather 653.12.Throttling 607.820.808.11.72. TCV-State at Well 4 565.12.Closed 779.786. PSV-Gladestone 572.Inactive 380.772.772.62. PSV-567.10.Inactive 246.786.786.65. Title: INITIAL RUN w:\...\2026 scenario.wcd 01/17/07 12:40:35 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 2026 ScenarioW ell #4 Off . . Scenario: 2026 WELL 4 OFF Title: INITIAL RUN w:\...\2026 scenario well 4 oft.wcd 01/17/07 12:55:33 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)(QJ Junction Pressure (gpm)Total (QJ (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/Afalse10.N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/A true 1.49 500.501.49 87.416 21.663.true 500.502.86.44 416 22.44 528.40 false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue103.500.603.87.48 416 24.43 286. false N/A N/A N/A N/A N/Afalse10.N/A N/A N/A N/A N/Atrue500.500.86.416 24.219. true 10.500.510.87.416 23.411.true 16.500.516.86.416 21.43 571.true 500.504.87.416 20.67544falseN/A N/A N/A N/A N/Afalse11.N/A N/A N/A N/A N/Atrue500.506.88.416 22.415.true 500.501.88.416 24.254.false 9.44 N/A N/A N/A N/A N/Atrue500.506.85.416 25.063. true 500.500.87.416 25.47 972.true 500.507.87.416 25.007.false 12.N/A N/A N/A N/A N/A true 500.505.87.416 25.088.true 500.500.86.416 25.039.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue15.500.515.85.416 22.392.true 13.500.513.87.416 20.602. . false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue12.500.512.74.416 20.589.false N/A N/A N/A N/A N/Atrue500.503.66.416 20.699.false 11.N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.503.67.416 40.000.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.500.74.416 40.000.true 500.509.77.416 20.466.false N/A N/A N/A N/A N/Atrue500.502.70.416 40.999.false N/A N/A N/A N/A N/Atrue500.504.56.416 20.559.false N/A N/A N/A N/A N/A Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :05:47 R1M3entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.509.30.416 40.681.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.506.65.416 20.4;483.true 2140 500.521.40 63.416 20.427.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.502.51.416 37.62546true10.500.510.66.45 416 20.400.false 10.N/A N/A N/A N/A N/Atrue10.500.510.69.416 20.572.false N/A N/A N/A N/A N/Atrue13.500.513.65.48 416 24.556.true 15.500.515.54.48 416 20.611.49falseN/A N/A N/A N/A N/Atrue29.500.529.66.416 20.368.true 23.500.523.73.40 416 20.4,454.false N/A N/A N/A N/A N/Atrue19.46 500.519.46 50.416 20.285.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.503.58.416 20.615.false 500.N/A N/A N/A N/A N/Afalse10.N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue11.500.511.56.416 26.549.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue12.500.512.53.416 21.085.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.507.54.416 23.920.48falseN/A N/A N/A N/A N/Afalse000N/A N/A N/A N/A N/Atrue500.503.42.917 20.034.false 14.N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/A Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:05:47 R1JVBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire~onstraints.(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Totai (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A 100 true 500.504.37.101 20.857. 101 false N/A N/A N/A N/A N/A 102 false N/A N/A N/A N/A N/A 103 false N/A N/A N/A N/A N/A 104 true 500.500.53.416 21.659. 105 false N/A N/A N/A N/A N/A 106 false 10.N/A N/A N/A N/A N/A 107 faise 11.N/A N/A N/A N/A N/A 108 true 500.507.54.416 20.919. 109 false N/A N/A N/A N/A N/A 110 false N/A N/A N/A N/A N/A 111 false N/A N/A N/A N/A N/A 112 false N/A N/A N/A N/A N/A 113 false N/A N/A N/A N/A N/A 114 true 500.505.55.416 22.45 163. 115 true 500.504.80.416 24.790. 116 true 500.505.56.416 20.267. 117 faise N/A N/A N/A N/A N/A 118 false N/A N/A N/A N/A N/A 119 false N/A N/A N/A N/A N/A 120 true 500.507.53.J-416 20.905. 121 true 500.507,50.416 20.610. 122 false N/A N/A N/A N/A N/A 123 true 13.500.513.42.42 J-416 20.171. 124 false 12.N/A N/A N/A N/A N/A 125 true 15.500.515.28.126 21.659. 126 false N/A N/A N/A N/A N/A 127 true 500.500.65.416 20.660. 128 true 500.501.45.43 416 20.286.48 131 false N/A N/A N/A N/A N/A 132 false N/A N/A N/A N/A N/A 133 false 13.N/A N/A N/A N/A N/A 134 false 11.N/A N/A N/A N/A N/A 135 false 29.N/A N/A N/A N/A N/A 136 false N/A N/A N/A N/A N/A 137 false N/A N/A N/A N/A N/A 138 false 11.500.N/A N/A N/A N/A N/A 139 false N/A N/A N/A N/A N/A 140 true 500.500.74.416 36.993. 141 false N/A N/A N/A N/A N/A 142 true 500.507.79.416 33.3,420. 143 false N/A N/A N/A N/A N/A 144 false N/A N/A N/A N/A N/A 145 false N/A N/A N/A N/A N/A 146 faise N/A N/A N/A N/A N/A 147 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC c:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07,00,049.00)01/18/07 11 :05:47 R!M3entiey Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 3 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)(QJ Junction Pressure (gpm) Total (QJ (psi) Flow Total Needed Flow (psi)Needed 148 true 10.500.510.52.416 20.978. 149 true 29.500.529.51.416 25.791. 150 false 500.N/A N/A N/A N/A N/A 151 true 12.500.512.53.45 416 20.933. 152 true 13.500.513.52.416 20.916. 153 true 500.504.52.416 20.912. 154 true 13.500.513.76.416 22.347. 155 true 16.500.516.75.416 20.120. 156 true 500.500.71.416 33.800. 157 false N/A N/A N/A N/A N/A 158 true 25.500.525.70.416 40.794. 159 true 20.43 500.520.43 84.416 25.44 4,737. 160 true 500.501.86.416 23.000. 161 true 13.500.513.82.416 24.779. 162 false N/A N/A N/A N/A N/A 163 true 500.507.86.42 416 23.964. 164 true 15.500.515.83.416 20.155. 165 false N/A N/A N/A N/A N/A 166 false N/A N/A N/A N/A N/A 167 true 500.506.83.416 20.046. 168 true 500.501.84.416 20.156. 169 false N/A N/A N/A N/A N/A 170 false N/A N/A N/A N/A N/A 171 false 17.N/A N/A N/A N/A N/A 172 true 500.506.86.416 20.619. 173 false N/A N/A N/A N/A N/A 174 true 500.501.74.416 34.017. 175 false N/A N/A N/A N/A N/A 176 false N/A N/A N/A N/A N/A 177 false 39.N/A N/A N/A N/A N/A 178 false 10.N/A N/A N/A N/A N/A 179 false 64.N/A N/A N/A N/A N/A 180 false N/A N/A N/A N/A N/A 181 false N/A N/A N/A N/A N/A 182 false N/A N/A N/A N/A N/A 183 false 10.N/A N/A N/A N/A N/A 184 true 500.503.95.416 20.3,716. 185 false N/A N/A N/A N/A N/A 186 true 500.507.58.44 416 40.501. 187 true 500.500.90.416 40.214.48 188 false 10.N/A N/A N/A N/A N/A 189 false N/A N/A N/A N/A N/A 190 false N/A N/A N/A N/A N/A 191 true 500.503.95.416 32.000. 192 false N/A N/A N/A N/A N/A 193 false N/A N/A N/A N/A N/A 194 true 500.504.94.416 31.000. 195 false 66.47 N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :05:47 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)(Q)Junction Pressure (gpm)Total (Q)(psi) Flow Total Needed Flow (psi)Needed 196 false N/A N/A N/A N/A N/A197true46.500.546.91.416 20.926.198 false N/A N/A N/A N/A N/A199falseN/A N/A N/A N/A N/A200falseN/A N/A N/A N/A N/A201falseN/A N/A N/A N/A N/A202falseN/A N/A N/A N/A N/A203falseN/A N/A N/A N/A N/A204falseN/A N/A N/A N/A N/A205faiseN/A N/A N/A N/A N/A206falseN/A N/A N/A N/A N/A207falseN/A N/A N/A N/A N/A208falseN/A N/A N/A N/A N/A209falseN/A N/A N/A N/A N/A210falseN/A N/A N/A N/A N/A211falseN/A N/A N/A N/A N/A212falseN/A N/A N/A N/A N/A213falseN/A N/A N/A N/A N/A214falseN/A N/A N/A N/A N/A215false11.N/A N/A N/A N/A N/A216true500.508.80.416 20.520.217 false 15.N/A N/A N/A N/A N/A218true500.501.86.416 25.992.219 false 24.N/A N/A N/A N/A N/A220true500.500.85.416 24.42 739.221 true 500.500.82.416 24.620.222 false N/A N/A N/A N/A N/A223false0.49 N/A N/A N/A N/A N/A224true500.501.81.416 24.656.225 true 500.505.82.416 24.697.226 true 500.509.72.416 34.977.227 true 17.500.517.72.416 20.07765228false12.N/A N/A N/A N/A N/A229true500.507.65.416 20.721.230 true 10.500.510.64.416 20.671.231 false N/A N/A N/A N/A N/A232true16.500.516.67.416 20.733.233 true 500.507.66.416 20.101.234 false 12.N/A N/A N/A N/A N/A235falseN/A N/A N/A N/A N/A236false114.N/A N/A N/A N/A N/A237falseN/A N/A N/A N/A N/A238true500.500.70.982 20.260.239 false N/A N/A N/A N/A N/A240false26.N/A N/A N/A N/A N/A241falseN/A N/A N/A N/A N/A242falseN/A N/A N/A N/A N/A243true500.506.69.982 20.232.Title: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :05:47 R!M3entley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203- 755-1666 Page 5 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Fiow Needed Total Calculated Calculated Caiculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Fiow(gpm)iID Junction Pressure (gpm) Total iID (psi)Flow Total Needed Flow (psi)Needed 244 true 11.500.511.71.982 20.222. 245 false N/A N/A N/A N/A N/A 246 true 500.509.70.982 20.232. 247 false N/A N/A N/A N/A N/A 248 true 500.508.69.982 20.224. 249 true 500.505.68.982 20.231. 250 false N/A N/A N/A N/A N/A 251 true 500.507.68.982 20.194. 252 faise N/A N/A N/A N/A N/A 253 false N/A N/A N/A N/A N/A 254 false N/A N/A N/A N/A N/A 255 false N/A N/A N/A N/A N/A 256 false N/A N/A N/A N/A N/A257falseN/A N/A N/A N/A N/A 258 false N/A N/A N/A N/A N/A 259 false N/A N/A N/A N/A N/A 260 true 500.502.41.587 20.43 271. 261 false N/A N/A N/A N/A N/A 262 false N/A N/A N/A N/A N/A 263 false N/A N/A N/A N/A N/A 264 true 500.509.40.587 20.43 190. 265 false N/A N/A N/A N/A N/A 266 true 16.500.516.39.587 20.095. 267 false N/A N/A N/A N/A N/A268true14.500.514.44.587 20.300. 269 true 500.508.43.587 20.276.270 true 11.500.511.43.587 20.201. 271 true 2.46 500.502.46 41.587 20.127.272 false N/A N/A N/A N/A N/A 273 true 500.508.39.587 20.132. 274 false N/A N/A N/A N/A N/A275true10.500.510.40.587 20.199. 276 true 14.500.514.38.587 20.101.277 false 17.N/A N/A N/A N/A N/A 278 true 19.47 500.519.47 38.587 22.167. 279 false 4.46 N/A N/A N/A N/A N/A280falseN/A N/A N/A N/A N/A 281 false N/A N/A N/A N/A N/A282false11.N/A N/A N/A N/A N/A 283 true 500.504.44.981 20.914.284 false N/A N/A N/A N/A N/A 285 true 500.500.47.41 981 20.914.286 false N/A N/A N/A N/A N/A287true10.500.510.63.981 20.913. 288 true 15.500.515.62.41 981 20.913.289 true 500.506.61.43 981 20.913. 290 true 500.504.55.981 20.913. 291 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07 00.049.00)01/18/07 11 :05:47 R!M3entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire~onstraints.(gpm)Needed Pressure Zone Zone Flow (gpm)(Q)Junction Pressure (gpm) Total (Q)(psi) Flow Total Needed Flow (psi)Needed 292 false N/A N/A N/A N/A N/A 293 false N/A N/A N/A N/A N/A 294 false N/A N/A N/A N/A N/A 295 true 500.503.67.982 20.261. 296 false N/A N/A N/A N/A N/A 297 false N/A N/A N/A N/A N/A 298 true 500.500.60.981 20.913. 299 faise N/A N/A N/A N/A N/A 300 false N/A N/A N/A NJA N/A 301 false N/A N/A N/A N/A N/A 302 false N/A N/A N/A N/A N/A 303 true 500.500.61.981 20.913. 304 false N/A N/A N/A N/A N/A 305 true 14.500.514.62.981 20.913. 306 true 15.500.515.64.981 20.913. 307 true 10.500.510.66.981 20.913. 308 true 10.500.510.63.41 981 20.913. 309 true 16.500.516.69.47 981 20.913. 310 true 25.500.525.69.981 20.913. 311 false N/A N/A N/A N/A N/A 312 false 274.N/A N/A N/A N/A N/A 313 false N/A N/A N/A N/A N/A 314 true 500.500.60.981 20.913. 315 false N/A N/A N/A N/A N/A 316 false N/A N/A N/A N/A N/A 317 false N/A N/A N/A N/A N/A 318 true 14.500.514.77.416 20.647. 319 false 34.N/A N/A N/A N/A N/A 320 false N/A N/A N/A N/A N/A 321 true 18.48 500.518.48 76.981 20.788.45 322 false N/A N/A N/A N/A N/A 323 true 12.500.512.61.981 20.968. 325 false N/A N/A N/A N/A N/A 326 true 500.500.72.982 20.236. 327 false N/A N/A N/A N/A N/A 328 true 500.504.43.982 28.864. 329 false N/A N/A N/A N/A N/A 330 true 500.506.64.982 20.233. 331 false N/A N/A N/A N/A N/A 332 false 10.N/A N/A N/A N/A N/A 333 false N/A N/A N/A N/A N/A 334 true 10.500.510.69.982 20.187. 335 false N/A N/A N/A N/A N/A 336 true 500.507.68.982 20.185. 337 true 500.507.68.982 20.175. 338 true 500.505.68.982 20.184. 339 false N/A N/A N/A N/A N/A 340 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :05:47 mvBentley Systems, Inc. Haestad Methods Soiution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 341 true 500.506.67.982 20.132. 342 false N/A N/A N/A N/A N/A 343 true 500.506.66.41 982 20.092. 344 true 500.509.62.981 20.010. 345 false 15.N/A N/A N/A N/A N/A 346 true 6.43 500.506.43 62.981 20.913. 347 true 500.504.58.981 20.913. 348 false 17.N/A N/A N/A N/A N/A 349 false N/A N/A N/A N/A N/A 350 true 500.507.58.981 20.913. 351 false 500.N/A N/A N/A N/A N/A 352 false 17.500.N/A N/A N/A N/A N/A 353 true 500.503.58.981 31.501. 354 true 12.500.512.51.981 20.913. 355 false 500.N/A N/A N/A N/A N/A 356 false 500.N/A N/A N/A N/A N/A 357 true 11.500.511.48.981 20.913. 358 false 500.N/A N/A N/A N/A N/A 359 false 500.N/A N/A N/A N/A N/A 360 true 500.500.31.981 20.914. 361 true 500.500.97.416 33.000. 364 false 500.N/A N/A N/A N/A N/A 365 false 500.N/A N/A N/A N/A N/A 366 false 500.N/A N/A N/A N/A N/A 367 false 500.N/A N/A N/A N/A N/A 368 false 500.N/A N/A N/A N/A N/A 369 false 500.N/A N/A N/A N/A N/A 370 true 500.500.59.982 20.2,426. 371 false 19.500.N/A N/A N/A N/A N/A 372 true 500.509.86.416 25.009. 373 false 500.N/A N/A N/A N/A N/A 374 false 500.N/A N/A N/A N/A N/A 375 false 500.N/A N/A N/A N/A N/A 376 false 15.500.N/A N/A N/A N/A N/A 377 false 500.N/A N/A N/A N/A N/A 378 false 12.40 500.N/A N/A N/A N/A N/A 379 false 500.N/A N/A N/A N/A N/A 380 false 13.500.N/A N/A N/A N/A N/A 381 true 500.501.63.416 36.161. 382 false 500.N/A N/A N/A N/A N/A 383 false 500.N/A N/A N/A N/A N/A 384 true 500.505.89.416 25.931. 385 true 500.500.86.416 24.636. 386 true 17.500.517.86.416 25.896. 387 false 500.N/A N/A N/A N/A N/A 388 false 500.N/A N/A N/A N/A N/A 389 true 500.500.88.416 24.622.44 390 false 10.500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC c:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :05:47 R1I\IBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 8 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire~onstraints.(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.63.416 40.326. 392 true 500.507.87.J-416 24.622. 393 false 10.500.N/A N/A N/A N/A N/A 394 true 500.500.88.416 24.617. 395 true 500.501.87.416 24.650.40 396 false 500.N/A N/A N/A N/A N/A 397 false 10.42 500.N/A N/A N/A N/A N/A 398 true 500.500.90.416 23.580. 399 true 18.48 500.518.48 88.46 416 23.597.44 400 true 13.43 500.513.43 87.416 24.602. 401 true 500.500.86.416 24.629.44 402 true 2.47 500.502.47 88.416 23.534. 403 true 500.500.89.416 23.545. 404 true 0.42 500.500.42 86.416 23.3,465. 405 false 500.N/A N/A N/A N/A N/A J-406 false 500.N/A N/A N/A N/A N/A 407 false 500.N/A N/A N/A N/A N/A 408 false 500.N/A N/A N/A N/A N/A 409 false 500.N/A N/A N/A N/A N/A 410 false 10.500.N/A N/A N/A N/A N/A J-411 true 500.507.59.416 20.079.46 412 true 12.500.512.67.416 20.202. 413 true 500.504.69.416 20.265.4"i 414 true 500.503.40.981 20.913. 415 true 500.508.39.981 20.913.9"i 416 false 500.N/A N/A N/A N/A N/A 417 false 500.N/A N/A N/A N/A N/A 418 true 10.500.510.67.416 20.599. 419 true 500.507.67.J-416 20.595.45 J-420 false 12.500.N/A N/A N/A N/A N/A 421 true 15.500.515.58.416 20.2,411. 422 true 500.500.59.416 20.43 449. 423 false 500.N/A N/A N/A N/A N/A 424 false 500.N/A N/A N/A N/A N/A 425 false 500.N/A N/A N/A N/A N/A 426 false 500.N/A N/A N/A N/A N/A 427 false 500.N/A N/A N/A N/A N/A 428 false 500.N/A N/A N/A N/A N/A 429 false 500.N/A N/A N/A N/A N/A 430 false 500.N/A N/A N/A N/A N/A 431 false 500.N/A N/A N/A N/A N/A 432 false 500.N/A N/A N/A N/A N/A 433 false 500.N/A N/A N/A N/A N/A 434 false N/A N/A N/A N/A N/A 435 false 500.N/A N/A N/A N/A N/A 436 true 500.503.50.982 20.161.49 J-437 true 500.501.47.44 982 26.039. 438 false N/A N/A N/A N/A N/A Titie: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:05:47~entleySystems lnc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 9 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire~onstraints.(gpm)Needed Pressure Zone Zone Fiow(gpm)(Q)Junction Pressure (gpm)Total (Q)(psi) Flow Total Needed Flow (psi)Needed 439 true 500.501.24.982 35.564.440 true 500.500.34.982 26.714.441 false 11.N/A N/A N/A N/A N/A442falseN/A N/A N/A N/A N/A443true500.507.71.416 24.882.444 true 500.500.87.416 24.873.45445falseN/A N/A N/A N/A N/A446true500.508.87.416 24.860.447 true 500.500.86.416 24.848.448 true 500.500.82.416 23.848.449 true 500.501.81.416 20.720.450 false N/A N/A N/A N/A N/A 451 true 500.500.74.416 24.830.452 false N/A N/A N/A N/A N/A453true500.500.86.43 416 24.818.454 false N/A N/A N/A N/A N/A455falseN/A N/A N/A N/A N/A456true500.501.85.416 24.807.457 true 500.500.86.416 24.789.458 false N/A N/A N/A N/A N/A459true500.500.82.416 24.815.460 true 500.500.65.49 416 24.821.461 false N/A N/A N/A N/A N/A462falseN/A N/A N/A N/A N/A463true500.500.75.416 34.103.464 true 500.500.77.416 22.269.465 false N/A N/A N/A N/A N/A466true500.500.79.44 416 20.533.467 false N/A N/A N/A N/A N/A468true500.500.72.416 36.858.469 true 500.500.48.416 20.231.470 true 500.500.73.416 31.970. 471 false N/A N/A N/A N/A N/A472falseN/A N/A N/A N/A N/A473falseN/A N/A N/A N/A N/A474falseN/A N/A N/A N/A N/A475falseN/A N/A N/A N/A N/A476true500.500.78.416 33.213.477 false N/A N/A N/A N/A N/A478falseN/A N/A N/A N/A N/A479falseN/A N/A N/A N/A N/A480falseN/A N/A N/A N/A N/A481falseN/A N/A N/A N/A N/A482true500.500.87.416 24.766.483 false N/A N/A N/A N/A N/A484falseN/A N/A N/A N/A N/AJA85true500.500.85.416 24.766.486 false N/A N/A N/A N/A N/A Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:05:47 R1I\IBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calcuiated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi)Flow TotalNeededFlow (psi)Needed 487 false N/A N/A N/A N/A N/AJ-488 false N/A N/A N/A N/A N/A489falseN/A N/A N/A N/A N/A490falseN/A N/A N/A N/A N/A491falseN/A N/A N/A N/A N/A492falseN/A N/A N/A N/A N/A493falseN/A N/A N/A N/A N/A494falseN/A N/A N/A N/A N/A495falseN/A N/A N/A N/A N/A496falseN/A N/A N/A N/A N/A497false56.N/A N/A N/A N/A N/A498false12.N/A N/A N/A N/A N/A499true500.500.60.981 20.913.500 true 500.509.61.981 20.913.501 true 11.500.511.62.981 20.913.502 true 15.500.515.60.981 20.913.503 false N/A N/A N/A N/A N/A504true500.500.75.416 40.000.505 false N/A N/A N/A N/A N/A506true500.500.76.416 40.000.507 false N/A N/A N/A N/A N/A508true11,67 500.511.71.416 20.4,453.509 false N/A N/A N/A N/A N/A510true500.507.61.416 37.970.511 true 12.500.512.70.416 20.430.512 false N/A N/A N/A N/A N/A513falseN/A N/A N/A N/A N/A514true500.505.67.416 20.390.515 true 500.507.72.416 20.348.516 false N/A N/A N/A N/A N/A517falseN/A N/A N/A N/A N/A518true500.502.66.416 20.384.519 false N/A N/A N/A N/A N/A520true500.505.66.416 20.374.44521falseN/A N/A N/A N/A N/A522true500.506.60.981 20.994.45523true500.502.51.41 981 20.994.48524false16.N/A N/A N/A N/A N/A525true500.502.66.416 20.604.527 false N/A N/A N/A N/A N/A528falseN/A N/A N/A N/A N/A529false12.N/A N/A N/A N/A N/A530falseN/A N/A N/A N/A N/A531falseN/A N/A N/A N/A N/A532true500.507.76.416 20.953.533 false N/A N/A N/A N/A N/A534true500.507.76.416 20.038.535 false N/A N/A N/A N/A N/A Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :05:47 R!'!VBentley Systems, Inc. Project Erigineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 11 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)(g2 Junction Pressure (gpm)Total (g2 (psi) Flow Total Needed Flow (psi)Needed 536 true 500.504.80.416 20.935. 537 false 56.N/A N/A N/A N/A N/A 538 true 500.502.79.416 20.761. 539 false N/A N/A N/A N/A N/A540true500.505.79.416 20.805. 541 false N/A N/A N/A N/A N/A542true13.500.513.80.416 20.722.543 true 500.506.87.416 25.054. 544 true 500.509.87.J-416 25.042.46546true500.507.84.J-416 25.046. 547 true 13.500.513.85.416 24.808.548 false N/A N/A N/A N/A N/A 549 true 500.508.83.416 24.46 74712 550 true 500.500.83.416 24.42 736. 551 true 500.500.83.416 24.722. 552 false NfA N/A N/A N/A N/A553true24.500.524.84.44 416 24.46 745. 554 true 19.46 500.519.46 84.416 24.43 737. 555 true 10.500.510.83.416 24.41 731. 556 false 15.N/A N/A N/A N/A N/A 557 false N/A N/A NfA NfA N/A558false19.N/A N/A NfA N/A N/A 559 true 15.500.515.83.40 416 24.692.560 false 12.N/A NfA N/A N/A N/A561true500.507.85.48 416 24.690.562 true 500.500.85.416 24.678. 563 false N/A N/A N/A N/A N/A564falseN/A N/A N/A N/A N/A565falseN/A N/A N/A N/A N/A566falseN/A N/A N/A N/A N/A567true500.503.87.416 24.651.568 false 22.40 N/A N/A N/A N/A N/A569falseN/A N/A N/A N/A N/A 570 false 22.40 N/A N/A N/A N/A N/A 571 true 22.500.522.60.981 20.913.572 true 12.500.512.65.981 20.913. 573 false N/A N/A N/A N/A N/A574true500.509.65.981 20.913. 575 false N/A N/A N/A N/A N/A576true12.500.512.61.981 20.913. 577 true 16.500.516.65.981 20.913.578 false N/A N/A N/A N/A N/A579true14.500.514.64.981 20.13.580 false N/A N/A N/A N/A N/A 581 false 0:97 N/A N/A N/A N/A N/A 582 false N/A N/A N/A N/A N/A583true500.503.65.981 20.913. 584 false N/A N/A N/A N/A N/A Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:05:47 R!M3entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fireonstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi)Flow TotalNeededFlow (psi)Needed 585 true 500.500.58.981 20.913.586 false N/A N/A N/A N/A N/A587true500.507.36.40 416 2740 140.588 true 500.500.66.982 20.368.589 false N/A N/A N/A N/A N/A590true500.500.59.982 20.389.591 false N/A N/A N/A N/A N/A592true500.500.57.982 20.2,425.593 false 77.N/A N/A N/A N/A N/A594falseN/A N/A N/A N/A N/A595falseN/A N/A N/A N/A N/A596true500.500.68.982 20.373.43597falseN/A N/A N/A N/A N/A598true500.500.68.982 20.34571599falseN/A N/A N/A N/A N/A600falseN/A N/A N/A N/A N/A601falseN/A N/A N/A N/A N/A602true500.509.58.982 20.345.603 false N/A N/A N/A N/A N/A604true500.500.51.43 982 24.178.605 true 500.502.67.982 20.299.606 false N/A N/A N/A N/A N/A607true500.502.69.982 20.225.48608true500.500.64.982 20.225.609 false N/A N/A N/A N/A N/A610falseN/A N/A N/A N/A N/A611falseN/A N/A N/A N/A N/A612falseN/A N/A N/A N/A N/A613falseN/A N/A N/A N/A N/A614false21.N/A N/A N/A N/A N/A615falseN/A N/A N/A N/A N/A616false21.N/A N/A N/A N/A N/A617falseN/A N/A N/A N/A N/A618false23.N/A N/A N/A N/A N/A619falseN/A N/A N/A N/A N/A620falseN/A N/A N/A N/A N/A621true0 11 500.500.85.J-416 29.114.622 true 500.500.84.416 29.114.623 false 23.N/A N/A N/A N/A N/A624true500.500.85.416 29.123.625 false N/A N/A N/A N/A N/A628false23.N/A N/A N/A N/A N/A636falseN/A N/A N/A N/A N/A637true13.500.513.81.416 20.705.638 false 29.N/A N/A N/A N/A N/A639true34.46 500.534.46 69.416 40.655.640 false 56.N/A N/A N/A N/A N/A650false22.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11:05:47 RWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire~onstraints.(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 651 false 12.N/A N/A N/A N/A N/A 653 false 16.N/A N/A N/A N/A N/A 654 false 21.40 N/A N/A N/A N/A N/A 655 false 18.48 N/A N/A N/A N/A N/A 656 false 23.N/A N/A N/A N/A N/A 657 false 16.N/A N/A N/A N/A N/A 658 false N/A N/A N/A N/A N/A 659 false N/A N/A N/A N/A N/A 660 false N/A N/A N/A N/A N/A 661 false N/A N/A N/A N/A N/A 750 false N/A N/A N/A N/A N/A 751 false 500.N/A N/A N/A N/A N/A 752 false 20.500.N/A N/A N/A N/A N/A 813 false 500.N/A N/A N/A N/A N/A 814 false 500.N/A N/A N/A N/A N/A 822 false N/A N/A N/A N/A N/A 823 true 500.500.31.138 30.501. 824 true 500.500.29.150 29.501. 825 false 12.N/A N/A N/A N/A N/A 826 false N/A N/A N/A N/A N/A 827 false N/A N/A N/A N/A N/A 828 false N/A N/A N/A N/A N/A 829 false 500.500.45.982 20.2,432.48 830 false 500.500.45.982 20.2,432. 831 false 109.N/A N/A N/A N/A N/A 832 false 500.500.45.982 20.2,430. 833 false N/A N/A N/A N/A N/A 834 false N/A N/A N/A N/A N/A 835 false 500.500.45.982 20.429. 836 false 500.500.45.982 20.2,429. 837 false 500.500.46.982 20.2,429. 838 false N/A N/A N/A N/A N/A 840 faise 500.500.46.982 20.2,432. 841 false N/A N/A N/A N/A N/A 842 false N/A N/A N/A N/A N/A 843 false N/A N/A N/A N/A N/A 844 false 500.N/A N/A N/A N/A N/A 845 false 500.N/A N/A N/A N/A N/A 846 false 500.N/A N/A N/A N/A N/A 847 false 500.N/A N/A N/A N/A N/A 848 false 500.N/A N/A N/A N/A N/A 849 false 500.N/A N/A N/A N/A N/A 850 false N/A N/A N/A N/A N/A 851 true 500.500.63.982 34.501. 852 true 500.500.63.47 982 34.501. 853 false N/A N/A N/A N/A N/A 901 false 500.N/A N/A N/A N/A N/A 906 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 offwcd WaterCAD v7.0 (07.00.049.00)01/18/07 11:05:47 R1M3entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Fiow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire onstraints.(gpm)Needed Pressure Zone Zone Flow (gpm)(fY Junction Pressure (gpm) Total (fY (psi) Flow Total Needed Flow (psi)Needed 917 false 500.N/A N/A N/A N/A N/A 981 false 500.N/A N/A N/A N/A N/A 982 false 500.N/A N/A N/A N/A N/A Title: INiTIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :05:47 R1JVBentley Systems, Inc. Project Engineer: DMC WaterCAD v7,0 (07.00,049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 15 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Fiow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 558.Zone Demand COMMERCIAL 777.23 94. 558.Zone Demand 10.COMMERCIAL 10.777.94. 556.Zone Demand RESIDENTIAL 777.95. 557.Zone Demand 1.49 COMMERCIAL 1.49 777.95. 559.Zone Demand COMMERCIAL 777.94. 558.Zone Demand RESIDENTIAL 777.95. 557.Zone Demand COMMERCIAL 777.95. 557.Zone Demand 103.IRRIGATION 103.777.95. 555.Zone Demand COMMERCIAL 777.96.46 550.Zone Demand 10.Composite 10.778.98.49 554.Zone Demand COMMERCIAL 777.96. 556.Zone Demand 10.RESIDENTIAL 10.777.95. 557.Zone Demand 16.RESIDENTIAL 16.777.95. 555.Zone Demand Composite 777.9615 558.Zone Demand RESIDENTIAL 777.95. 552.Zone Demand 11.RESIDENTIAL 11.777.97. 555.Zone Demand RESIDENTIAL 777.96. 554.Zone Demand RESIDENTIAL 777.96. 552.Zone Demand 9.44 Composite 9.44 777.97. 553.Zone Demand COMMERCIAL 777.97. 554.Zone Demand RESIDENTIAL 778.96. 553.Zone Demand Composite 778.97. 557.Zone Demand 12.RESIDENTIAL 12.777.95. 553.Zone Demand Composite 777.97. 556.Zone Demand RESIDENTIAL 777.96. 554.Zone Demand RESIDENTIAL 777.96. 555.Zone Demand RESIDENTIAL 777.96. 558.Zone Demand 15.RESIDENTIAL 15.777.95. 556.Zone Demand 13.RESIDENTIAL 13.777.96. 579.Zone Demand RESIDENTIAL 777 .85. 581.Zone Demand RESIDENTIAL 777.85. 585.Zone Demand 12.RESIDENTIAL 12.777.83. 595.Zone Demand RESIDENTIAL 778.79. 596.Zone Demand RESIDENTIAL 778.78. 597.Zone Demand 11.RESIDENTIAL 11.778.78. 604.Zone Demand RESIDENTIAL 778.75. 601.Zone Demand RESIDENTIAL 778.76. 603.Zone Demand RESIDENTIAL 778.75. 591.Zone Demand RESIDENTIAL 778.81. 592.Zone Demand RESIDENTIAL 778.80. 591.Zone Demand RESIDENTIAL 778.81. 590.Zone Demand RESIDENTIAL 777.81. 581.Zone Demand COMMERCIAL 777.85. 590.Zone Demand RESIDENTIAL 778.81. 594.Zone Demand RESIDENTIAL 778.79. 602.Zone Demand RESIDENTIAL 778.76. 596.Zone Demand RESIDENTIAL 778.78. 593.Zone Demand RESIDENTIAL 778.79. 601.Zone Demand RESIDENTIAL 778.76. 603.Zone Demand RESIDENTIAL 778.75. 606.Zone Demand RESIDENTIAL 778.74. 609.Zone Demand RESIDENTIAL 778.73. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 13:43 ~entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(ft) 605.Zone Demand RESIDENTIAL 778.75.604.Zone Demand RESIDENTIAL 778.75.607.Zone Demand RESIDENTIAL 777.73.608.Zone Demand RESIDENTIAL 777.73.610.Zone Demand 21.40 RESIDENTIAL 21.40 777.72.606.Zone Demand RESIDENTIAL 777.74.618.Zone Demand RESIDENTIAL 777.68.615.Zone Demand Composite 777.70.40604.Zone Demand 10.RESIDENTIAL 10.777.74.600.Zone Demand 10.RESIDENTIAL 10.777.76.597.Zone Demand 10.RESIDENTIAL 10.778.78.595.Zone Demand RESIDENTIAL 778.79.595.Zone Demand 13.RESIDENTIAL 13.777.78.604.Zone Demand 15.RESIDENTIAL 15.777.75.604.Zone Demand RESIDENTIAL 777.74.603.Zone Demand 29.RESIDENTIAL 29.777.75.585.Zone Demand 23.RESIDENTIAL 23.777.83.587.Zone Demand RESIDENTIAL 777.82.600.Zone Demand 19.46 RESIDENTIAL 19.46 777.76.602.Zone Demand RESIDENTIAL 777.75.589.Zone Demand RESIDENTIAL 777.81.617.Zone Demand RESIDENTIAL 777.69.606.Zone Demand RESIDENTIAL 777.74.611.Zone Demand RESIDENTIAL 777.72.617.Zone Demand RESIDENTIAL 777.69.618.Zone Demand RESIDENTIAL 777.69.616.Zone Demand 10.RESIDENTIAL 10.777.69.613.Zone Demand RESIDENTIAL 777.71.607.Zone Demand RESIDENTIAL 777.73.619.Zone Demand 11.RESIDENTIAL 11.777.68.43624.Zone Demand RESIDENTIAL 777.66.626.Zone Demand RESIDENTIAL 777.65.623.Zone Demand 12.RESIDENTIAL 12.777.66.618.Zone Demand RESIDENTIAL 777.69.618.Zone Demand RESIDENTIAL 777.69.618.Zone Demand RESIDENTIAL 777.69.618.Zone Demand RESIDENTIAL 777.69.616.Zone Demand RESIDENTIAL 777.69.619.Zone Demand RESIDENTIAL 777.68.619.Zone Demand RESIDENTIAL 777.41 68.618.Zone Demand RESIDENTIAL 777.68.619.Zone Demand 14.RESIDENTIAL 14.777.68.621.Zone Demand Composite 778.67.615.Zone Demand RESIDENTIAL 777.70.612.Zone Demand RESIDENTIAL 777.71.611.Zone Demand RESIDENTIAL 777.71.100 609.Zone Demand Composite 777.72.101 610.Zone Demand RESIDENTIAL 777.72.42102615.Zone Demand RESIDENTIAL 777.70.103 615.Zone Demand RESIDENTIAL 777.70.104 607.Zone Demand RESIDENTIAL 777.73.105 603.Zone Demand RESIDENTIAL 777.75.Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:13:43 R1IVBentleySystems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 1 06 593.Zone Demand 10.RESIDENTIAL 10.777.79. 107 612.Zone Demand 11.Composite 11.777.71. 108 612.Zone Demand RESIDENTIAL 777.71. 109 610.Zone Demand RESIDENTIAL 777.72.41 110 610.Zone Demand RESIDENTIAL 777.72.41 111 610.Zone Demand RESIDENTIAL 777.72. 112 614.Zone Demand RESIDENTIAL 777.70. 113 611.Zone Demand RESIDENTIAL 777.71. 114 617.Zone Demand RESIDENTIAL 777.69. 115 564.Zone Demand RESIDENTIAL 778.92. 116 620.Zone Demand RESIDENTIAL 777.68. 117 621.Zone Demand RESIDENTIAL 777.67. 118 579.Zone Demand RESIDENTIAL 780.87. 119 623.Zone Demand RESIDENTIAL 777.66. 120 624.Zone Demand RESIDENTIAL 777.66. 121 627.Zone Demand RESIDENTIAL 777.65. 122 618.Zone Demand RESIDENTIAL 777.68. 123 624.Zone Demand 13.RESIDENTIAL 13.777.66. 124 588.Zone Demand 12.COMMERCIAL 12.770.47 78. 125 623.Zone Demand 15.RESIDENTIAL 15.777.66. 126 620.Zone Demand RESIDENTIAL 777.68. 127 605.Zone Demand RESIDENTIAL 778.74. 128 619.Zone Demand RESIDENTIAL 777.45 68. 131 553.Zone Demand COMMERCIAL 777.97. 132 624.Zone Demand RESIDENTIAL 778.42 66. 133 564.Zone Demand 13.RESIDENTIAL 13.778.9286 134 558.Zone Demand 11.RESIDENTIAL 11.778.95.49 135 557.Zone Demand 29.COMMERCIAL 29.779.95. 136 626.Zone Demand RESIDENTIAL 777.65.43 137 553.Zone Demand RESIDENTIAL 777.97. 138 638.Zone Demand 11.RESIDENTIAL 11.777.60.48 139 554.Zone Demand RESIDENTIAL 777.96. 140 554.Zone Demand COMMERCIAL 778.96. 141 554.Zone Demand RESIDENTIAL 778.96. 142 554.Zone Demand RESIDENTIAL 777.96. 143 610.Zone Demand RESIDENTIAL 777.72. 144 611.Zone Demand RESIDENTIAL 777.72. 145 566.Zone Demand RESIDENTIAL 777.91. 146 563.Zone Demand RESIDENTIAL 777.92. 147 615.Zone Demand RESIDENTIAL 777.70. 148 623.Zone Demand 10.RESIDENTIAL 10.777.66. 149 621.Zone Demand 29.RESIDENTIAL 29.777.67. 150 620.Zone Demand RESIDENTIAL 777.68. 151 624.Zone Demand 12.RESIDENTIAL 12.777.66. 152 625.Zone Demand 13.RESIDENTIAL 13.777.6607 153 626.Zone Demand RESIDENTIAL 777.65. 154 561.Zone Demand 13.RESIDENTIAL 13.777.93. 155 556.Zone Demand 16.RESIDENTIAL 16.777.95.49 156 556.Zone Demand RESIDENTIAL 777.95. 157 559.Zone Demand COMMERCIAL 777.94. 158 562.Zone Demand 25.Composite 25.777.93. 159 561.Zone Demand 20.43 RESIDENTIAL 20.43 777.93.45 Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 13:43 R1J)JBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(ft) 160 560.Zone Demand Composite 776.93.161 565.Zone Demand 13.RESIDENTIAL 13.777.91.162 559.Zone Demand RESIDENTIAL 776.94.163 558.Zone Demand Composite 776.94.164 556.Zone Demand 15.RESIDENTIAL 15.776.95.165 557.Zone Demand RESIDENTIAL 776.94.166 555.Zone Demand RESIDENTIAL 776.95.167 554.Zone Demand RESIDENTIAL 776.96.43168553.Zone Demand Composite 776.96.169 553.Zone Demand RESIDENTIAL 776.96.170 554.Zone Demand Composite 776.96.171 556.Zone Demand 17.Composite 17.776.95.172 555.Zone Demand RESIDENTIAL 776.95.173 556.Zone Demand Composite 776.95.174 557.Zone Demand RESIDENTIAL 776.95.175 557.Zone Demand RESIDENTIAL 776.95.176 559.Zone Demand IRRIGATION 776.94.177 559.Zone Demand 39.Composite 39.776.94.178 557.Zone Demand 10.RESIDENTIAL 10.776.95.179 559.Zone Demand 64.Composite 64.777.94.180 553.Zone Demand RESIDENTIAL 777.96.181 549.Zone Demand RESIDENTIAL 777.98.182 550.Zone Demand RESIDENTIAL 777.98.183 548.Zone Demand 10.RESIDENTIAL 10.777.99.184 548.Zone Demand RESIDENTIAL 777.99.185 549.Zone Demand RESIDENTIAL 777.98.186 547.Zone Demand RESIDENTIAL 777.99.187 546.Zone Demand RESIDENTIAL 777.99.188 551.Zone Demand 10.RESIDENTIAL 10.777.97.189 553.Zone Demand RESIDENTIAL 777.96.190 553.Zone Demand RESIDENTIAL 777.96.191 552.Zone Demand RESIDENTIAL 777.9740192552.Zone Demand Composite 777.97.193 551.Zone Demand RESIDENTIAL 777.97.194 553.Zone Demand RESIDENTIAL 777.96.195 555.Zone Demand 66.47 Composite 66.47 777.96.196 556.Zone Demand RESIDENTIAL 777.95.197 551.Zone Demand 46.Composite 46.776.97.198 553.Zone Demand RESIDENTIAL 777.96.199 549.Zone Demand RESIDENTIAL 777.98.200 616.Zone Demand Composite 77745 69.201 617.Zone Demand RESIDENTIAL 777.45 69.42202601.Zone Demand RESIDENTIAL 777.76.203 600.Zone Demand RESIDENTIAL 777.76.204 603.Zone Demand RESIDENTIAL 777.75.205 603.Zone Demand RESIDENTIAL 777.75.206 603.Zone Demand RESIDENTIAL 777.75.207 603.Zone Demand RESIDENTIAL 777.75.208 599.Zone Demand RESIDENTIAL 777.77.209 577.Zone Demand RESIDENTIAL 777.86.210 597.Zone Demand RESIDENTIAL 777.78.211 597.Zone Demand RESIDENTIAL 777.77.Title: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11:13:43 R!M3entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 212 591.Zone Demand RESIDENTIAL 777.80. 213 592.Zone Demand RESIDENTIAL 777.80. 214 587.Zone Demand RESIDENTIAL 777.82.48 215 552.Zone Demand 11.RESIDENTIAL 11.777.97. 216 553.Zone Demand RESIDENTIAL 777.97.217 553.Zone Demand 15.RESIDENTIAL 15.777.97.218 554.Zone Demand COMMERCIAL 778.96. 219 554.Zone Demand 24.IRRIGATION 24.778.96.220 557.Zone Demand RESIDENTIAL 779.96. 221 563.Zone Demand RESIDENTIAL 779.93. 222 564.Zone Demand RESIDENTIAL 779.93.223 564.Zone Demand 0.49 COMMERCIAL 0.49 779.93.224 561.Zone Demand RESIDENTIAL 779.45 94.225 562.Zone Demand COMMERCIAL 779.93. 226 561.Zone Demand RESIDENTIAL 778.94.227 565.Zone Demand 17.RESIDENTIAL 17.776.91. 228 566.Zone Demand 12.RESIDENTIAL 12.776.91. 229 568.Zone Demand RESIDENTIAL 776.40 90. 230 569.Zone Demand 10.RESIDENTIAL 10.776.89. 231 558.Zone Demand RESIDENTIAL 776.94.232 565.Zone Demand 16.Composite 16.776.40 91.46 233 565.Zone Demand Composite 776.91.45 234 565.Zone Demand 12.COMMERCIAL 12.777.91. 235 603.Zone Demand Fixed 777.75. 236 613.Zone Demand 114.RESIDENTIAL 114.776.70. 237 565.Zone Demand IRRIGATION 777.91. 238 568.Zone Demand Composite 777.90.239 569.Zone Demand RESIDENTIAL 777.20 90. 240 569.Zone Demand 26.IRRIGATION 26.777.89. 241 583.Zone Demand RESIDENTIAL 780.40 85.40 242 570.Zone Demand RESIDENTIAL 776.89.46243568.Zone Demand RESIDENTIAL 776.48 90.20 244 566.Zone Demand 11.RESIDENTIAL 11.776.90. 245 564.Zone Demand RESIDENTIAL 776.48 91.246 569.Zone Demand RESIDENTIAL 776.47 89.247 572.Zone Demand RESIDENTIAL 772.41 86.248 571.Zone Demand RESIDENTIAL 776.88. 249 570.Zone Demand RESIDENTIAL 776.41 89. 250 571.Zone Demand Composite 776.88. 251 573.Zone Demand RESIDENTIAL 775.87. 252 570.Zone Demand IRRIGATION 776.89.253 571.Zone Demand RESIDENTIAL 776.88. 254 573.Zone Demand RESIDENTIAL 776.87.255 573.Zone Demand RESIDENTIAL 776.87. 256 577.Zone Demand COMMERCIAL 775.85.257 628.Zone Demand RESIDENTIAL 777.64.258 639.Zone Demand RESIDENTIAL 777.60.259 638.Zone Demand RESIDENTIAL 777.60.260 635.Zone Demand RESIDENTIAL 777.61. 261 633.Zone Demand RESIDENTIAL 777.62.262 634.Zone Demand RESIDENTIAL 777.62.263 625.Zone Demand RESIDENTIAL 777.66. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :13:43 RIDlBentley Systems. Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 264 634.Zone Demand RESIDENTIAL 777.62.24 265 633.Zone Demand RESIDENTIAL 777.62. 266 635.Zone Demand 16.RESIDENTIAL 16.777.61. 267 636.Zone Demand RESIDENTIAL 777.61. 268 632.Zone Demand 14.RESIDENTIAL 14.777.63. 269 633.Zone Demand RESIDENTIAL 777.62. 270 630.Zone Demand 11.RESIDENTIAL 11.777.63. 271 632.Zone Demand 2.46 Composite 2.46 777.62. 272 638.Zone Demand RESIDENTIAL 777.60. 273 634.Zone Demand RESIDENTIAL 777.62. 274 634.Zone Demand RESIDENTIAL 777.62. 275 635.Zone Demand 10.RESIDENTIAL 10.777.61. 276 635.Zone Demand 14.RESIDENTIAL 14.777.61. 277 636.Zone Demand 17.RESIDENTIAL 17.777.61. 278 641.Zone Demand 19.47 RESIDENTIAL 19.47 777.59. 279 638.Zone Demand 4.46 Composite 4.46 777.60. 280 639.Zone Demand RESIDENTIAL 777.60. 281 653.Zone Demand Composite 820.72. 282 644.Zone Demand 11.RESIDENTIAL 11.820.76. 283 640.Zone Demand Composite 820.78. 284 638.Zone Demand RESIDENTIAL 820.78. 285 636.Zone Demand Fixed 820.79. 286 635.Zone Demand RESIDENTIAL 820.80. 287 639.Zone Demand 10.RESIDENTIAL 10.820.78. 288 637.Zone Demand 15.RESIDENTIAL 15.820.48 79. 289 644.Zone Demand RESIDENTIAL 820.76.41 290 647.Zone Demand RESIDENTIAL 820.75. 291 643.Zone Demand RESIDENTIAL 820.76. 292 654.Zone Demand RESIDENTIAL 820.72. 293 654.Zone Demand Composite 820.72. 294 667.Zone Demand IRRIGATION 822.67. 295 565.Zone Demand COMMERCIAL 777.91. 296 667.Zone Demand RESIDENTIAL 822.67. 297 667.Zone Demand RESIDENTIAL 822.67. 298 665.Zone Demand RESIDENTIAL 823.68. 299 670.Zone Demand RESIDENTIAL 823.66. 300 670.Zone Demand RESIDENTIAL 823.66, 301 664.Zone Demand RESIDENTIAL 823.69. 302 664.Zone Demand RESIDENTIAL 823.68. 303 667.Zone Demand RESIDENTIAL 823.67. 304 670.Zone Demand RESIDENTIAL 823.66. 305 667.Zone Demand 14.RESIDENTIAL 14.824.68. 306 665.Zone Demand 15.RESIDENTIAL 15.824.69. 307 664.Zone Demand 10.RESIDENTIAL 10.825.69. 308 670.Zone Demand 10.RESIDENTIAL 10.825.67. 309 660.Zone Demand 16.RESIDENTIAL 16.826.71. 310 662.Zone Demand 25.RESIDENTIAL 25.826.71. 311 665.Zone Demand RESIDENTIAL 823.68. 312 655.Zone Demand 274.Composite 274.825.73. 313 652.Zone Demand RESIDENTIAL 826.7535 314 660.Zone Demand RESIDENTIAL 823.70. 315 645.Zone Demand RESIDENTIAL 828.79.Title: INITIAL RUN Project Engineer: DMCc:\,..\2026 scenario well 4 off.wcd WaterCAD v7,0 (07.00,049.00)01/18/07 11 :13:43 R!:I\IBentley Systems, Inc, Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(ft) 316 643.Zone Demand RESIDENTIAL 769.54.317 631.Zone Demand RESIDENTIAL 777.63.45318577.Zone Demand 14.RESIDENTIAL 14.777.86.319 566.Zone Demand 34.Composite 34.777.91.J~320 563.Zone Demand RESIDENTIAL 777.92.321 647.Zone Demand 18.48 RESIDENTIAL 18.48 827.78.322 592.Zone Demand RESIDENTIAL 769.76.323 572.Zone Demand 12.RESIDENTIAL 12.772.86.325 645.Zone Demand RESIDENTIAL 828.79.326 565.Zone Demand RESIDENTIAL 776.91.327 565.Zone Demand RESIDENTIAL 776.91.328 565.Zone Demand RESIDENTIAL 776.91.329 565.Zone Demand RESIDENTIAL 776.47 91.330 565.Zone Demand RESIDENTIAL 776.46 91.49331566.Zone Demand RESIDENTIAL 776.41 91.332 568.Zone Demand 10.RESIDENTIAL 10.775.89.333 569.Zone Demand Composite 775.89.334 571.Zone Demand 10.RESIDENTIAL 10.775.88.335 572.Zone Demand RESIDENTIAL 775.88.336 571.Zone Demand RESIDENTIAL 775.88.48337571.Zone Demand RESIDENTIAL 775.88.338 572.Zone Demand RESIDENTIAL 775.88.339 573.Zone Demand RESIDENTIAL 775.87.340 572.Zone Demand RESIDENTIAL 775.88.341 571.Zone Demand RESIDENTIAL 774.88.342 572.Zone Demand RESIDENTIAL 774.87.343 570.Zone Demand RESIDENTIAL 773.88.344 573.Zone Demand RESIDENTIAL 772.86.345 572.Zone Demand 15.Composite 15.772.41 86.346 632.Zone Demand 6.43 Composite 6.43 820.81.347 630.Zone Demand RESIDENTIAL 820.82.348 630.Zone Demand 17.RESIDENTIAL 17.820.82.349 633.Zone Demand RESIDENTIAL 820.81.350 638.Zone Demand RESIDENTIAL 820.47 78.351 640.Zone Demand RESIDENTIAL 820.47 78.352 640.Zone Demand 17.RESIDENTIAL 17.820.47 77.353 680.Zone Demand RESIDENTIAL 825.62.354 695.Zone Demand 12.RESIDENTIAL 12.825.49 56.46355682.Zone Demand RESIDENTIAL 825.61.356 678.Zone Demand RESIDENTIAL 825.63.357 700.Zone Demand 11.RESIDENTIAL 11.825.49 54.358 699.Zone Demand RESIDENTIAL 822.53.46359701.Zone Demand RESIDENTIAL 822.52.360 717.Zone Demand RESIDENTIAL 822.45.361 552.Zone Demand RESIDENTIAL 777.97.364 554.Zone Demand COMMERCIAL 777.96.365 554.Zone Demand COMMERCIAL 777.96.366 554.Zone Demand COMMERCIAL 777.96.367 550.Zone Demand COMMERCIAL 778.98.368 580.Zone Demand IRRIGATION 780.86.369 550.Zone Demand COMMERCIAL 778.98.45370578.Zone Demand RESIDENTIAL 780.87. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :13:43 RWBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gprn)(ft) 371 554.Zone Demand 19.COMMERCIAL 19.778.96.372 555.Zone Demand IRRIGATION 778.96.373 556.Zone Demand COMMERCIAL 778.96.374 556.Zone Demand RESIDENTIAL 778.96.375 550.Zone Demand COMMERCIAL 778.98.376 549.Zone Demand 15.COMMERCIAL 15.778.98.377 549.Zone Demand RESIDENTIAL 778.98.378 550.Zone Demand 12.40 COMMERCIAL 12.40 778.98.379 549.Zone Demand RESIDENTIAL 778.27 98.380 589.Zone Demand 13.COMMERCIAL 13.778.81.381 593.Zone Demand COMMERCIAL 778.79.382 547.Zone Demand RESIDENTIAL 778.47 99.383 548.Zone Demand RESIDENTIAL 778.99.384 548.Zone Demand COMMERCIAL 778.99.385 557.Zone Demand COMMERCIAL 779.96.386 556.Zone Demand 17.COMMERCIAL 17.778.96.387 556.Zone Demand Composite 778.96.388 559.Zone Demand RESIDENTIAL 779.95.42389554.Zone Demand RESIDENTIAL 779.97.390 553.Zone Demand 10.Composite 10.779.97.391 555.Zone Demand RESIDENTIAL 779.97.392 554.Zone Demand COMMERCIAL 779.97.393 552.Zone Demand 10.Composite 10.779.98.394 557.Zone Demand RESIDENTIAL 779.96.46395558.Zone Demand COMMERCIAL 779.95.396 560.Zone Demand RESIDENTIAL 779.95.397 560.Zone Demand 10.42 Composite 10.42 779.95.398 552.Zone Demand RESIDENTIAL 780.98.399 554.Zone Demand 18.48 RESIDENTIAL 18.48 780.97.400 556.Zone Demand 13.43 Composite 13.43 779.96.401 559.Zone Demand RESIDENTIAL 779.95.402 555.Zone Demand 2.47 COMMERCIAL 2.47 781.97.403 555.Zone Demand RESIDENTIAL 780.97.404 562.Zone Demand 0.42 COMMERCIAL 0.42 782.94.405 567.Zone Demand COMMERCIAL 782.93.406 553.Zone Demand RESIDENTIAL 780.46 98.407 563.Zone Demand RESIDENTIAL 783.95.408 565.Zone Demand RESIDENTIAL 779.92.409 558.Zone Demand RESIDENTIAL 779.95.410 627.Zone Demand 10.RESIDENTIAL 10.777.64.411 621.Zone Demand Composite 777.67.412 602.Zone Demand 12.RESIDENTIAL 12.777.75.413 599.Zone Demand RESIDENTIAL 777.77.414 716.Zone Demand RESIDENTIAL 825.49 47.415 718.Zone Demand Composite 825.49 46.416 733.Zone Demand RESIDENTIAL 825.49 40.417 722.Zone Demand RESIDENTIAL 825.49 44.418 559.Zone Demand 10.RESIDENTIAL 10.776.93.419 560.Zone Demand RESIDENTIAL 776.93.420 573.Zone Demand 12.RESIDENTIAL 12.776.87.421 574.Zone Demand 15.Composite 15.776.87.422 573.Zone Demand RESIDENTIAL 776.87. Title: INITIAL RUN c:\...\2026 scenario wel14 off.wcd 01/18/07 11: 13:43 R!f\IBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 423 565.Zone Demand RESIDENTIAL 776.91. 424 566.Zone Demand RESIDENTIAL 776.90. 425 578.Zone Demand RESIDENTIAL 780.87. 426 578.Zone Demand RESIDENTIAL 780.87. 427 579.Zone Dema RESIDENTIAL 780.86. 428 579.Zone Demand COMMERCIAL 780.86. 429 576.Zone Demand RESIDENTIAL 780.88. 430 576.Zone Demand RESIDENTIAL 780.88. 431 576.Zone Demand COMMERCIAL 780.88. 432 576.Zone Demand COMMERCIAL 780.88. 433 572.Zone Demand COMMERCIAL 780.89. 434 572.Zone Demand Composite 780.89. 435 578.Zone Demand RESIDENTIAL 780.87. 436 579.Zone Demand RESIDENTIAL 780,87. 437 578.Zone Demand RESIDENTIAL 780.87. 438 579.Zone Demand RESIDENTIAL 780.86. 439 580.Zone Demand RESIDENTIAL 780.86. 440 580.Zone Demand Composite 780.86. 441 554.Zone Demand 11.IRRIGATION 11.778.96. 442 592.Zone Demand RESIDENTIAL 778.80. 443 556.Zone Demand RESIDENTIAL 778.96. 444 554.Zone Demand COMMERCIAL 778.97. 445 2;554.Zone Demand IRRIGATION 778.97. 446 555.Zone Demand IRRIGATION 778.96. 447 556.Zone Demand RESIDENTIAL 778.96.46 448 555.Zone Demand RESIDENTIAL 778.96. 449 554.Zone Demand COMMERCIAL 778.97. 450 556.Zone Demand RESIDENTIAL 778.96.47 451 556.Zone Demand RESIDENTIAL 779.96. 452 556.Zone Demand RESIDENTIAL 779.96. 453 556.Zone Demand COMMERCIAL 779.96. 454 557.Zone Demand RESIDENTIAL 779.96. 455 557.Zone Demand RESIDENTIAL 779.96. 456 558.Zone Demand IRRIGATION 779.95. 457 558.Zone Demand RESIDENTIAL 779.95. 458 558.Zone Demand RESIDENTIAL 779.95. 459 557.Zone Demand COMMERCIAL 779.96. 460 556.Zone Demand COMMERCIAL 779.96. 461 556.Zone Demand RESIDENTIAL 778.96.47 462 556.Zone Demand RESIDENTIAL 779.96.49 463 557.Zone Demand RESIDENTIAL 779.96. 464 557.Zone Demand IRRIGATION 779.96. 465 556.Zone Demand RESIDENTIAL 778.96.47 466 557.Zone Demand RESIDENTIAL 779.9585 467 558.Zone Demand RESIDENTIAL 779.95.41 468 558.Zone Demand COMMERCIAL 779.95. 469 557.Zone Demand COMMERCIAL 779.95. 470 558.Zone Demand COMMERCIAL 779.95. J-471 554.Zone Demand RESIDENTIAL 780.97. 472 554.Zone Demand RESIDENTIAL 780.97. 473 555.Zone Demand RESIDENTIAL 780.97.44 474 559.Zone Demand RESIDENTIAL 779.9506 Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :13:43 l!!J)J8entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.0"i9.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 9 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 475 558.Zone Demand RESIDENTIAL 779.95.476 553.Zone Demand COMMERCIAL 778.97.477 553.Zone Demand RESIDENTIAL 779.97.478 555.Zone Demand RESIDENTIAL 780.97.44479553.Zone Demand RESIDENTIAL 779.97.480 553.Zone Demand RESIDENTIAL 779.97.481 555.Zone Demand RESIDENTIAL 779.96.482 552.Zone Dernand RESIDENTIAL 779.98.483 554.Zone Demand RESIDENTIAL 779.97.484 554.Zone Demand RESIDENTIAL 779.97.J-485 554.Zone Demand RESIDENTIAL 779.97.486 554.Zone Demand RESIDENTIAL 779.97.487 552.Zone Demand RESIDENTIAL 779.98.J-488 552.Zone Demand RESIDENTIAL 779.98.489 561.Zone Demand RESIDENTIAL 776.93.490 565.Zone Demand RESIDENTIAL 776.91.491 565.Zone Demand RESIDENTIAL 776.91.492 569.Zone Demand RESIDENTIAL 776.89.493 570.Zone Demand RESIDENTIAL 776.89.494 575.Zone Dernand RESIDENTIAL 776.86.495 639.Zone Demand RESIDENTIAL 820.78.496 628.Zone Demand RESIDENTIAL 820.82.497 628.Zone Demand 56.RESIDENTIAL 56.820.82.498 628.Zone Demand 12.RESIDENTIAL 12.820.83.499 628.Zone Demand RESIDENTIAL 820.83.500 625.Zone Demand RESIDENTIAL 820.84.501 613.Zone Demand 11.RESIDENTIAL 11.820.89.48502612.Zone Demand 15.IRRIGATION 15.820.89.503 616.Zone Demand RESIDENTIAL 820.88.504 587.Zone Demand RESIDENTIAL 777.82.505 587.Zone Demand COMMERCIAL 777.82.506 584.Zone Demand RESIDENTIAL 777.83.507 618.Zone Demand RESIDENTIAL 777.69.508 592.Zone Demand 11.RESIDENTIAL 11.777.80.509 588.Zone Dernand RESIDENTIAL 777.82.510 594.Zone Demand RESIDENTIAL 777.79.48511594.Zone Demand 12.RESIDENTIAL 12.777.7926512595.Zone Demand RESIDENTIAL 777.79.513 612.Zone Demand RESIDENTIAL 777.71.514 601.Zone Demand RESIDENTIAL 777.76.515 593.Zone Dernand RESIDENTIAL 777.79.516 612.Zone Demand RESIDENTIAL 777.71.517 589.Zone Demand RESIDENTIAL 777.81.518 603.Zone Demand RESIDENTIAL 777.75.519 604.Zone Demand RESIDENTIAL 777.75.520 604.Zone Demand RESIDENTIAL 777.74.521 616.Zone Demand RESIDENTIAL 777.69.522 575.Zone Demand RESIDENTIAL 772.85.49523578.Zone Demand Composite 772.84.524 574.Zone Demand 16.IRRIGATION 16.772.47 85.525 559.Zone Demand RESIDENTIAL 776.93.527 572.Zone Demand RESIDENTIAL 776.88. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :13:43 R1:M3entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Caiculated)Hydraulic Grade (psi) (gpm)(ft) 528 590.Zone Demand RESIDENTIAL 777.81. 529 546.Zone Demand 12.RESIDENTIAL 12.777.99. 530 552.Zone Demand RESIDENTIAL 777.97.42 531 579.Zone Demand RESIDENTIAL 777.85. 532 572.Zone Demand RESIDENTIAL 777.46 88. 533 572.Zone Demand RESIDENTIAL 777.46 88. 534 572.Zone Demand RESIDENTIAL 777.88. 535 572.Zone Demand RESIDENTIAL 777.88. 536 571.Zone Demand RESIDENTIAL 777.89. 537 569.Zone Demand 56.RESIDENTIAL 56.777.89. 538 571.Zone Demand RESIDENTIAL 777.89. 539 572.Zone Demand RESIDENTIAL 777.88. 540 571.Zone Demand RESIDENTIAL 777.48 89. 541 572.Zone Demand RESIDENTIAL 777.48 88. 542 572.Zone Demand 13.RESIDENTIAL 13.777.88. 543 553.Zone Demand Composite 778.97. 544 554.Zone Demand Composite 778.96. 546 555.Zone Demand RESIDENTIAL 778.96.49 547 558.Zone Demand 13.Composite 13.778.9555 548 559.Zone Demand RESIDENTIAL 778.95. 549 559.Zone Demand IRRIGATION 805 778.94. 550 559.Zone Demand RESIDENTIAL 778.94. 551 559.Zone Demand RESIDENTIAL 778.9495 552 559.Zone Demand RESIDENTIAL 779.94. 553 557.Zone Demand 24.RESIDENTIAL 24.778.95. 554 557.Zone Demand 19.46 RESIDENTIAL 19.46 778.95. 555 558.Zone Demand 10.RESIDENTIAL 10.778.95. 556 559.Zone Demand 15.Composite 15.778.95. 557 560.Zone Demand RESIDENTIAL 779.94. 558 561.Zone Demand 19.Composite 19.779.94. 559 559.Zone Demand 15.RESIDENTIAL 15.779.95. 560 558.Zone Demand 12.Composite 12.779.95.43 561 557.Zone Demand RESIDENTIAL 779.95. 562 558.Zone Demand RESIDENTIAL 779.95. 563 557.Zone Demand RESIDENTIAL 779.95. 564 557.Zone Demand RESIDENTIAL 779.95. 565 560.Zone Demand RESIDENTIAL 779.94. 566 558.Zone Demand RESIDENTIAL 779.95. 567 556.Zone Demand COMMERCIAL 779.96. 568 615.Zone Demand 22.40 RESIDENTIAL 22.40 820.88. 569 595.Zone Demand RESIDENTIAL 820.97.48 570 597.Zone Demand 22.40 RESIDENTIAL 22.40 820.96.40 571 659.Zone Demand 22.RESIDENTIAL 22.823.71. 572 643.Zone Demand 12.RESIDENTIAL 12.823.77. 573 643.Zone Demand RESIDENTIAL 823.77. 574 644.Zone Demand RESIDENTIAL 823.77. 575 643.Zone Demand RESIDENTIAL 823.77. 576 661.Zone Demand 12.RESIDENTIAL 12.823.70. 577 649.Zone Demand 16.RESIDENTIAL 16.823.75. 578 649.Zone Demand RESIDENTIAL 823.75. 579 642.Zone Demand 14.RESIDENTIAL 14.823.78. 580 645.Zone Demand RESIDENTIAL 823.77.Title: INITIAL RUN Project Engineer: DMC c:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/18/07 11 :13:43 R1M3entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 581 643.Zone Demand RESIDENTIAL 823.77. 582 643.Zone Demand RESIDENTIAL 823.77. 583 648.Zone Demand RESIDENTIAL 823.75. 584 654.Zone Demand RESIDENTIAL 823.72. 585 652.Zone Demand RESIDENTIAL 823.74. 586 650.Zone Demand RESIDENTIAL 823.74. 587 652.Zone Demand RESIDENTIAL 778.54. 588 583.Zone Demand RESIDENTIAL 779.40 84. 589 576.Zone Demand 0.26 COMMERCIAL 779.42 87. 590 574.Zone Demand RESIDENTIAL 779.42 88. 591 579.Zone Demand COMMERCIAL 780.86. 592 578.Zone Demand Composite 780.87. 593 579.Zone Demand 77.IRRIGATION 77.779.86. 594 578.Zone Demand RESIDENTIAL 2,780.87. 595 578.Zone Demand RESIDENTIAL 779.45 87. 596 578.Zone Demand RESIDENTIAL 779.87. 597 578.Zone Demand RESIDENTIAL 779.86. 598 577.Zone Demand RESIDENTIAL 779.87. 599 576.Zone Demand RESIDENTIAL 779.87. 600 576.Zone Demand RESIDENTIAL 779.87. 601 577.Zone Demand COMMERCIAL 779.87.41 602 577.Zone Demand COMMERCIAL 779.87. 603 575.Zone Demand RESIDENTIAL 779.88. 604 577.Zone Demand RESIDENTIAL 779.87.41 605 578.Zone Demand COMMERCIAL 778.86. 606 578.Zone Demand RESIDENTIAL 778.86. 607 572.Zone Demand COMMERCIAL 776.88.48 608 575.Zone Demand RESIDENTIAL 776.86. 609 575.Zone Demand RESIDENTIAL 776.86. 610 577.Zone Demand RESIDENTIAL 775.86. 611 577.Zone Demand RESIDENTIAL 775.85. 612 577.Zone Demand RESIDENTIAL 775.85. 613 577.Zone Demand RESIDENTIAL 775.85. 614 577.Zone Demand 21.Composite 21.775.85. 615 578.Zone Demand COMMERCIAL 775.85. J"616 580.Zone Demand 21.Composite 21.775.84. 617 562.Zone Demand RESIDENTIAL 784.96.44 618 562.Zone Demand 23.Composite 23.785.41 96. 619 562.Zone Demand RESIDENTIAL 785.41 96. 620 566.Zone Demand RESIDENTIAL 789.96. 621 566.Zone Demand COMMERCIAL 789.96. 622 566.Zone Demand RESIDENTIAL 789.9651 623 567.Zone Demand 23.Composite 23.789.96. 624 567.Zone Demand RESIDENTIAL 790.96. 625 567.Zone Demand RESIDENTIAL 791.97. 628 569.Zone Demand 23.Composite 23.791.96. 636 578.Zone Demand RESIDENTIAL 780.87. 637 558.Zone Demand 13.RESIDENTIAL 13.776.94.45 638 559.Zone Demand 29.RESIDENTIAL 29.776.94. 639 556.Zone Demand 34.46 Composite 34.46 776.95. 640 564.Zone Demand 56.RESIDENTIAL 56.777.91. 650 610.Zone Demand 22.RESIDENTIAL 22.777.72. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 13:43 R!M3entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)eft) 651 553.Zone Demand 12.RESIDENTIAL 12.777.97.653 627.Zone Demand 16.RESIDENTIAL 16.777.65.654 682.Zone Demand 21.40 RESIDENTIAL 21.40 825.49 62.655 680.Zone Demand 18.48 RESIDENTIAL 18.48 825.62.656 693.Zone Demand 23.RESIDENTIAL 23.825.49 57.657 563.Zone Demand 16.RESIDENTIAL 16.776.92.41658598.Zone Demand RESIDENTIAL 777.49 77.659 638.Zone Demand RESIDENTIAL 770.57.660 640.Zone Demand COMMERCIAL 770.56.661 641.Zone Demand RESIDENTIAL 770.56.750 652.Zone Demand RESIDENTIAL 826.75.751 571.Zone Demand RESIDENTIAL 773.87.752 567.Zone Demand 20.COMMERCIAL 20.777.90.813 565.Zone Demand Fixed 776.91.45814560.Zone Demand Fixed 776.93.822 615.Zone Demand Fixed 777.70.40823636.Zone Demand Fixed 777.61.824 621.Zone Demand Fixed 777.67.825 609.Zone Demand 12.COMMERCIAL 12.773.71.826 579.Zone Demand Fixed 780.86.827 579.Zone Demand Fixed 780.87.828 585.Zone Demand Fixed 780.84.48829585.Zone Demand Fixed 780.84.46830585.Zone Demand Fixed 780.84.45831585.Zone Demand 109.Fixed 109.780.84.44832585.Zone Demand Fixed 780.84.44833585.Zone Demand Fixed 780.84.44834585.Zone Demand Fixed 780.84.43835585.Zone Demand Fixed 780.84.44836585.Zone Demand Fixed 780.84.44837585.Zone Demand Fixed 780.84.44838585.Zone Demand Fixed 780.84.44840585.Zone Demand Fixed 780.84.47 841 564.Zone Demand Fixed 777.91.842 552.Zone Demand Fixed 776.97.843 560.Zone Demand Fixed 777.93.844 663.Zone Demand RESIDENTIAL 821.68.845 664.Zone Demand Fixed 822.68.846 665.Zone Demand Fixed 822.67.847 661.Zone Demand RESIDENTIAL 821.69.848 664.Zone Demand RESIDENTIAL 822.68.849 665.Zone Demand RESIDENTIAL 822.67.850 567.Zone Demand Fixed 791.97.851 574.Zone Demand Fixed 775.87.852 574.Zone Demand Fixed 775.87.853 575.Zone Demand Fixed 775.86.901 591.Zone Demand Fixed 778.81.906 553.Zone Demand COMMERCIAL 777.96.917 625.Zone Demand Fixed 777.65.981 640.Zone Demand Fixed 767.55.982 644.Zone Demand Fixed 769.5412 Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 13:43 IWBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 13 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length piameter Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 370.PVC Open 186.777.777. 266.PVC Open 777.777. 365.PVC Open 197.40 777.777. P-4 357.PVC Open 87.43 777.777. 369.PVC Open 26.777.777. 223.PVC Open 777.777. 358.PVC Open 27.777.777. 530.PVC Open 80.777.777. 320.PVC Open 10.778.778. 680.PVC Open 24.777.777. 314.PVC Open 26.777.777. 520.PVC Open 24.777.777.660.PVC Open 50.777.777. 130.PVC Open 777.777. 770.PVC Open 777.777. 446.PVC Open 12.777.777. 380.PVC Open 17.777.777. 270.PVC Open 10.777.777. 440.PVC Open 66.0.43 777.777. 83.PVC Open 777.777. 72.PVC Open 129.778.778. 572.PVC Open 82.777.778. 195.PVC Open 20.777.777. 826.PVC Open 777.777. 368.PVC Open 86.777.777. 282.PVC Open 71.0.46 777.777. 228.PVC Open 56.777.777. 603.PVC Open 42.777.777. 340.PVC Open 17.777.777. 560.PVC Open 40.777.777. 249.PVC Open 13.777.777. 660.PVC Open 67.0.43 777.777.400.PVC Open 777.777. 171.PVC Open 75.0.48 777.777. 375.PVC Open 130.778.777. 180.PVC Open 21.778.778. 318.PVC Open 11.778.778. 310.PVC Open 36.0.42 778.778. 238.PVC Open 10.778.778.250.Asbest(Open 38.0.44 778.778. 164.PVC Open 90.46 778.778. 64.PVC Open 33.777.777. 80.PVC Open 305.778.778.479.PVC Open 171.778.777.P-45 70.PVC Open 241.778.778. 61.PVC Open 238.778.778. 451.PVC Open 146.778.778.0.46172.PVC Open 220.1.41 778.777. 149.PVC Open 77.778.778. 390.Asbest( Open 48.778.778. 250.Asbest( Open 32.778.778. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:18:59 l!1IVBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream StructurE Headloss Pressure (ft)(in)Status William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 390.Asbest!Open 21.778.778. 261.Asbest!Open 17.778.778. 211.Asbest!Open 778.778. 330.Asbest!Open 778.778. 352.PVC Open 36.0.42 778.778. 330.PVC Open 31.778.778. 220.PVC Open 76.778.778. 444.PVC Open 778.778. 31.PVC Open 91.41 778.778. 83.PVC Open 200.778.778.3.46 87.Ductile Open 435.612.611.17. 15.PVC Open 200.778.778.3.47 251.PVC Open 288.778.778.0.41 334.PVC Open 109.778.777. 129.PVC Open 202.777.777. 556.PVC Open 108.777.777. 387.PVC Open 77.0.49 777.777. 131.PVC Open 27.777.777. 150.PVC Open 39.777.777. 326.PVC Open 41.0.47 777.777, 570.PVC Open 60.778.777. 280.PVC Open 97.777.778. 402.PVC Open 169.778.778. 150.PVC Open 113.40 778.778. 700.PVC Open -43.0.49 777.777. 325.PVC Open 777.777. 360.PVC Open 37.0.43 777.777. 158.PVC Open 777.777. 985.PVC Open 17.777.777. 930.PVC Open 18.012 777.777. 550.PVC Open 777.777. 410.PVC Open 88.42 777.777. 660.PVC Open 38.0.43 777.777. 130.PVC Open 777.777. 314.PVC Open 777.777. 283.PVC Open 777.777. 910.PVC Open 21.40 777.777. 383.PVC Open 70.0.45 777.777. 300.PVC Open 70.0.45 777.777. 292.PVC Open 777.777.000 372.PVC Open 42.777.777. 150.PVC Open 777.777. 340.PVC Open 33.777.777. 125.PVC Open 17.777.777. 158.PVC Open 777.777. 360.PVC Open 777.777. 100 809.PVC Open 777.777. 101 95.PVC Open 777.777. 102 620.PVC Open 777.777, 103 150.PVC Open 10.777.777. 104 980.PVC Open 777.777. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :18:59 ~entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07,00.049.00)Haestad Methods Soiution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report label Length Diameter Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 105 280.PVC Open 777.777. 106 50.PVC Open 18.777.777. 107 233.PVC Open 5.40 777.777. 108 110.PVC Open 777.777. 109 207.PVC Open 26.777.777. 110 300.PVC Open 45.777.777. 111 470.PVC Open 63.777.777.45 0.41 112 120.PVC Open 0.40 777.45 777. 113 124.PVC Open 57.777.45 777.41 114 145.PVC Open 33.41 777.41 777. 115 430.PVC Open 14.777.777. 116 316.PVC Open 777.777. 117 250.PVC Open 14.777.777. 118 190.PVC Open 777.777. 119 240.PVC Open 777.777. 120 621.PVC Open 777.777. 121 100.PVC Open 777.777. 122 280.PVC Open 10.777.777. 123 140.PVC Open 777.777. 124 530.PVC Open 18.777.41 777. 125 270.PVC Open 7.45 777.777. 126 78.PVC Open 13.777.777. 127 610.PVC Open 10.777.777. 128 430.PVC Open 777.777. 129 250.PVC Open 777.777. 130 480.PVC Open 10.777.777. 131 100.PVC Open 777.777. 132 80.PVC Open 777.777. 133 165.PVC Open 13.777.777. 134 270.PVC Open 777.777. 135 243.PVC Open 26.777.777. 136 600.PVC Open 85.777.777. 137 . 1 300.PVC Open 118.777.777.0.40138194.PVC Open 191.777.777. 139 200.PVC Open 22.777.777.0.46 140 400.PVC Open 214.777.778. 141 67.PVC Open 298.45 778.778.42 142 940.PVC Open 80.778.777. 143 95.PVC Open 66.0.43 777.777. 144 700.PVC Open 28.777.777. 145 260.PVC Open 50.777.777. 146 420.PVC Open 55.777.777. 147 656.PVC Open 32.777.777. 148 548.PVC Open 11.777.777. 149 112.PVC Open 777.777. 150 867.12.PVC Open 930.772.770.47 151 601.PVC Open 777.777. 152 570.PVC Open 40.777.777. 154 Ductile Open 135.45 611.610. 155 I Ductile Open 353.611.610.11. 156 I Ductile Open 611.611. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:18:59 R!M3entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 3 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(fils)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fII1000ft)Headloss (ft) 157 20.Ductile Open 135.45 778.778. 158 15.Ductile Open 353.778.778.11. 159 10.Ductile Open 778.778. 160 170.PVC Open 80.45 778.778. 161 575.PVC Open 68.0.43 778.778. 162 797.PVC Open 26.778.778. 163 505.PVC Open 105.778.779. 164 420.PVC Open 52.777.777. 165 150.PVC Open 17.777.777. 166 507.PVC Open 78.777.777.21 167 96.PVC Open 546.534.534. 169 48.PVC Open 546.3.49 778.778.5.47 0.26 170 364.PVC Open 777.777. 171 880.PVC Open 70.0.45 777.777. 172 340.PVC Open 129.778.778.012 173 160.PVC Open 778.778. 174 460.PVC Open 777.777. 175 260.PVC Open 86.777.777. 176 80.PVC Open 777.777. 177 170.PVC Open 48.777.777. 178 420.PVC Open 777.777. 179 393.PVC Open 25.777.777. 180 120.PVC Open 15.777.777.000 181 394.PVC Open 107.778.778. 182 225.PVC Open 108.778.778. 183 442.PVC Open 263.49 778.778. 185 258.PVC Open 35.777.777. 186 300.PVC Open 10.41 777.777. 187 700.PVC Open 14.777.777. 188 800.PVC Open 777.777. 189 158.PVC Open 83.777.777. 190 700.PVC Open 777.777. 191 260.PVC Open 11.777.777. 192 700.PVC Open 0.41 777.777. 193 698.PVC Open 777.777. 194 448.PVC Open 30.777.777. 195 480.PVC Open 777.777. 196 800.PVC Open 777.777. 197 242.PVC Open 777.777. 198 371.PVC Open 151.777.777.0.49 199 846.PVC Open 25.777.777. 200 095.PVC Open 25.777.776. 201 221.PVC Open 123.777.776. 202 273.PVC Open 87.776.776. 203 523.PVC Open 60.776.776. 204 573.PVC Open 25.777.777. 205 257.PVC Open 776.776. 206 616.PVC Open 48.45 776.776. 207 173.PVC Open 776.776. 208 796.PVC Open 28.776.776. 209 188.PVC Open 776.776. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:18:59 R!l\!Bentley Systems , Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report label length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream StructurE Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headioss (ft) 210 310.PVC Open 17.44 776.776. 211 158.PVC Open 776.776. 212 275.PVC Open 11.776.776. 213 272.PVC Open 17.776.776. 214 270.PVC Open 12.776.776. 215 438.PVC Open 776.776. 216 49.PVC Open 776.776. 217 129.PVC Open 776.776.000 218 168.PVC Open 27.776.776. 219 462.PVC Open 10.776.776. 220 225.PVC Open 91.776.776. 221 276.PVC Open 41.43 776.776. 223 460.PVC Open 114.776.777. 224 737.12.PVC Open 179.777.777. 225 309.PVC Open 57.777.777. 226 502.PVC Open 10.777.777. 227 237.PVC Open 777.777. 228 299.PVC Open 32.77716 777. 229 498.PVC Open 777.777. 230 317.PVC Open 777.777. 231 327.PVC Open 12.777.777. 232 487.12.PVC Open 112.777.777. 233 464.PVC Open 777.777. 234 494.PVC Open 777.777. 235 332.12.PVC Open 89.777.777. 236 458.PVC Open 777.777. 237 298.PVC Open 777.777. 238 363.12.PVC Open 78.777.777. 239 465.PVC Open 69.0.44 777.777. 240 513.12.PVC Open 777.777. 241 654.PVC Open 35.778.778. 242 880.12.PVC Open 185.777.777. 243 980.12.PVC Open 43.777.777. 244 759.12.PVC Open 136.45 777.49 777.45 245 100.12.PVC Open 777.45 777.45 246 430.PVC Open 131.777.45 777. 247 712.PVC Open 54.777.777. 248 760.PVC Open 74.0.47 777.777. 249 50.PVC Open 777.777. 250 263.PVC Open 44.777.777. 251 50.PVC Open 777.777. 252 800.PVC Open 48.777.777. 253 655.12.PVC Open 81.777.777. 254 370.PVC Open 81.777.777. 255 670.12.PVC Open 777.777. 256 40.PVC Open 777.777. 257 650.PVC Open 777.777. 258 40.PVC Open 777.777. 259 020.12.PVC Open 777.777. 260 480.PVC Open 43.43 777.777. 261 167.PVC Open 335.48 777.776.Title: INITIAL RUN Project Engineer: DMC c:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :18:59 R!M3entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report label length Diametel Material Control Hazen-Discharge Velocity Upstream Structure Downstream StructurE Headloss Pressure(ft)(in)Status Williams (gpm)(fUs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fU1000ft)Headloss (ft) 262 395.PVC Open 199.776.776. 263 527.PVC Open 91.776.776.40 264 477.pve Open 95.776.776.40 265 341.PVC Open 15.776.40 776.40 266 261.PVC Open 99.776.40 776. 267 136.pve Open 129.776.776. 268 604.PVC Open 40.776.776. 269 355.pve Open 62.0.40 776.40 77637 270 776.PVC Open 118.776.776.024 271 810.PVC Open 301.777.778.1.42272547.pve Open 778.778. 273 618.pve Open 235.778.779. 274 332.PVC Open 240.779.779. 275 700.PVC Open 120.779.779.45 276 83.pve Open 360.779.779.2.48 277 419.PVC Open 74.0.47 779.779. 278 620.12.pve Open 779.779. 280 813.pve Open 114.777.776.0.24 281 287.12.PVC Open 12.777.777. 282 797.12.pve Open 37.42 777.777. 283 320.pve Open 777.777. 284 388.12.pve Open 40.777.777. 285 528.12.PVC Open 793.779.40 777.1.44 286 358.12.PVC Open 726.777.20 776.0.44 287 419.PVC Open 180.45 1.15 776.776.48 288 341.PVC Open 169.776.48 776. 289 193.PVC Open 776.48 776.48 290 267.12.PVC Open 541.44 776.776. 291 640.PVC Open 115.776.47 776. 292 460.12.pve Open 296.776.47 776. 293 302.pve Open 85.776.41 776. 294 213.12.pve Open 373.776.776.29 295 511.12.PVC Open 650.776.775. 296 305.12.pve Open 280.43 776.776. 297 650.pve Open 776.776. 298 516.12.pve Open 457.776.776. 299 19.12.PVC Open 346.776.776. 300 334.PVC Open 110.776.775. 301 241.pve Open 74.0.48 777.777. 302 911.12.pve Open 144.0.41 777.777. 303 156.PVC Open 48.777.777. 304 239.PVC Open 33.777.777. 305 176.PVC Open 11.777.777. 306 140.pve Open 777.777. 307 283.pve Open 777.777. 308 265.PVC Open 18.777.777. 309 205.pve Open 777.777. 310 977.PVC Open 777.777. 311 142.PVC Open 777.777. 312 850.pve Open 18.777.777. 313 666.PVC Open 777.777. Titie: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :18:59 R!J\IBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07 00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream StructurE Headloss Pressure(ft)(in)Status WiliiamE (gpm)(ftls)Hydraulic Grade Hydrauiic Grade Gradient Pipe (ft)(ft)(ftl1000ft)Headloss (ft) 314 402.PVC Open 24.777.777. 315 547.PVC Open 60.777.777. 316 401.PVC Open 27.777.777. 317 742.PVC Open 777.777. 318 343.PVC Open 777.777. 319 273.PVC Open 777.777. 320 288.PVC Open 777.777. 321 290.PVC Open 777.777. 322 133.PVC Open 17.777.777. 323 270.PVC Open 777.777. 324 472.PVC Open 777.777. 325 298.PVC Open 74.0.47 777.777. 326 747.PVC Open 30.42 777.777. 327 154.PVC Open 24.777.777. 328 160.PVC Open 139.777.777.0.42 329 094.12.PVC Open 192.777.777. 330 804.12.PVC Open 332.778.777. 331 474.PVC Open 17.820.820. 332 221.PVC Open 820.820. 333 260.PVC Open 820.820. 334 213.PVC Open 820.820. 335 138.PVC Open 820.820. 336 267.PVC Open 8.43 820.820. 337 592.12.PVC Open 237.820.820.48 338 260.12.PVC Open 256.45 820.820. 339 281.PVC Open 18.48 820.820. 340 449.12.PVC Open 281.820.820. 341 174.PVC Open 820.820. 342 286.PVC Open 820.820. 343 402.12.PVC Open 363.820.820. 344 192.12.PVC Open 651.821.820. 345 504.12.PVC Open 207.823.823. 346 261.12.PVC Open 101.823.823. 347 228.PVC Open 42.823.823. 348 532.12.PVC Open 664.823.822. 349 172.12.PVC Open 481.823.823. 350 180.PVC Open 823.823. 351 641.00 .12.PVC Open 489.823.823. 352 215.PVC Open 309.823.823.0.40 353 228.12.PVC Open 808.823.823.1.49 354 388.PVC Open 823.823. 355 278.12.PVC Open 816.824.823.0.42 356 862.PVC Open 150.824.824.0.48 0.41 357 384.12.PVC Open 680.824.824.0.41 358 445.12.PVC Open 846.2.40 825.824. 359 285.12.PVC Open 127.825.825. 360 433.12.PVC Open 275.825.825. 361 110.12.PVC Open 182.823.823. 362 701.12.PVC Open 709.826.825. 363 278.12.PVC Open 911.826.826. 364 033.PVC Open 185.826.825.Title: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :18:59 ~entley Systems , Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 7 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diameter Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(fils)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fII1000ft)Headloss (ft) 365 213.PVC Open 365.825.826. 366 15.PVC Open 826.826. 367 928.PVC Open 365.828.826. 370 40.PVC Open 34.777.777. 371 40.PVC Open 777.777. 372 360.12.PVC Open 36.49 777.777. 373 479.PVC Open 204.779.779.0.41 374 102.12.PVC Open 291.777.777. 375 90.12.PVC Open 348.777.777. 376 789.12.PVC Open 743.827.826. 377 321.PVC Open 192.827.826. 378 203.12.PVC Open 954.828.827.0.42 379 775.12.PVC Open 918.770.47 769.1.47 380 558.12.PVC Open 820.820. 381 890.12.PVC Open 918.769.767. 383 107.12.PVC Open 954.828.828. 384 154.PVC Open 119.776.776. 385 378.PVC Open 776.776. 386 257.PVC Open 105.776.776.47 387 333.PVC Open 776.47 776.46 388 270.PVC Open 90.776.47 776.41 389 185.PVC Open 776.41 776.41 390 419.PVC Open 273.776.775.1.47 391 250.PVC Open 84.47 775.775. 392 535.PVC Open 20.775.775. 393 113.PVC Open 152.775.775.0.49 394 377.PVC Open 121.775.775. 395 474.PVC Open 103.775.775. 396 250.PVC Open 217.775.775. 397 598.PVC Open 178.775.775.0.40 398 270.12.PVC Open 628.775.775. 399 202.PVC Open 775.775. 400 280.12.PVC Open 638.775.775. 401 233.PVC Open 775.775. 402 310.12.PVC Open 017.44 775.774. 403 377.PVC Open 774.774. 404 252.12.PVC Open 005.774.773. 405 213.PVC Open 773.773. 406 535.12.PVC Open 994.773.772. 407 160.PVC Open 245.772.772. 408 308.12.PVC Open 738.772.772.41 409 PVC Open 772.41 2,772.41 410 265.PVC Open 30.820.820. 411 136.PVC Open 17.820.820. 412 330.PVC Open 820.820. 413 942.12.PVC Open 187.820.48 820. 414 216.PVC Open 34.46 820.48 820.47 415 433.PVC Open 820.47 820.47 416 265.PVC Open 17.820.47 820.47 417 392.12.PVC Open 73.825.825. 418 493.12.PVC Open 56.825.825.49 Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 18:59 RIDlBentiey Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Soiution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report label length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream StructurE Headloss Pressure(ft)(in)Status William~(gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ftl1000ft)Headloss (ft) 419 263.PVC Open 825.825.420 336.PVC Open 825.825.421 907.PVC Open 21.825.825.49422377.12.PVC Open 47.825.49 825.49423770.PVC Open 22.825.825.424 20.12.PVC Open 822.822.425 980.12.PVC Open 822.822.426 209.12.PVC Open 822.822.427 207.12.PVC Open 822.822.428 251.12.PVC Open 422.776.776.47 0.44429281.PVC Open 12.777.777.430 370.PVC Open 111.46 777.777.431 54.PVC Open 777.777.432 55.PVC Open 777.777.433 506.PVC Open 121.777.778.434 155.12.PVC Open 152.0.43 778.778.435 467.PVC Open 44.778.778.03.436 360.PVC Open 136.778.778.0.40437760.PVC Open 14.778.778.438 348.PVC Open 114.778.778.0.2943951.12.PVC Open 134.49 778.778.440 18.12.PVC Open 778.778.441 642.12.PVC Open 136.778.778.442 350.12.PVC Open 15.778.778.443 336.12.PVC Open 301.778.778.444 829.12.PVC Open 301.778.778.47445120.PVC Open 134.778.778.446 470.PVC Open 778.778.PA47 265.12.PVC Open 301.778.47 778.PA48 337.PVC Open 174.47 77955 779.449 39.PVC Open 778.778.PA50 705.12.PVC Open 307.778.778.451 197.12.PVC Open 325.778.778.452 250.12.PVC Open 778.778.453 546.PVC Open 74.0.47 779.779.454 526.PVC Open 30.779.779.PA55 730.PVC Open 118.44 779.45 779.456 236.PVC Open 175.41 779.779.457 235.12.PVC Open 28.779.779.458 311.12.PVC Open 17.779.779.459 314.12.PVC Open 10.779.779.460 331.PVC Open 779.779.461 399.12.PVC Open 203.779.779.462 322.12.PVC Open 369.40 779.779.463 711.12.PVC Open 368.779.779.464 355.12.PVC Open 572.780.779.PA65 158.PVC Open 219.1.40 780.780.466 432.PVC Open 103.779.780.467 475.PVC Open 98.779.780.468 316.PVC Open 187.779.779.469 347.12.PVC Open 643.780.780.46Title: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11: 18:59 R1IVBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203- 755-1666 Page 9 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status William,(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 470 178.12.PVC Open 792.781.780.1.44 471 660.12.PVC Open 795.782.781.1.45 472 224.12.PVC Open 795.782.782.1.45 473 296.12.PVC Open 234.782.783. 474 153.12.PVC Open 792.780.46 780.1.44 476 304.PVC Open 779.779. 477 692.PVC Open 435.779.782.2.45 PA78 13.PVC Open 10.42 779.779. 479 84.PVC Open 16.779.779. 480 200.12.PVC Open 36.49 777.777. 481 550.12.PVC Open 25.777.777. 482 703.PVC Open 11.777.777.000 483 960.12.PVC Open 777.777. 484 265.12.PVC Open 16.777.777. PA85 447,12.PVC Open 23.825.49 825.49 486 160.12.PVC Open 19.825.49 825.49 487 159.12.PVC Open 825.49 825.49 PA88 981.PVC Open 12.825.49 825.49 489 135.12.PVC Open 825.49 2;825.49 490 338.PVC Open 66.0.43 776.776. 491 317.PVC Open 776.776. PA92 010.PVC Open 61.0.40 776.776. 493 314.PVC Open 104.776.776. 494 159.PVC Open 55.776.776. 495 527,PVC Open 55.776.776. 496 134.12.PVC Open 225.3.48 780.780.40 0.44 498 96.PVC Open 352.2,493.2,493. PA99 356.12.PVC Open 466.780.780. 500 259.12.PVC Open 459.780.780. 501 152.12.PVC Open 413.780.780.0.42 503 30.PVC Open 780.780. 504 120.PVC Open 67.0.43 780.780. 505 30.PVC Open 780.780. 507 27.PVC Open 780.780. 508 197.PVC Open 12.49 780.780. 509 785.PVC Open 10.780.780. 510 222.PVC Open 780.780. 511 683.PVC Open 780.780. 512 819.PVC Open 780.780. 513 283.PVC Open 780.780. 514 136.PVC Open 780.780. 515 560.PVC Open 776.776. 516 19.PVC Open 298.45 778.42 778.45 517 96.Steel Open 419.2,419. 518 250.PVC Open 39.40 778.778. 519 673.PVC Open 119.778.777. 520 32.PVC Open 171.778.778. 521 769.PVC Open 63.42 0.40 777.777. 522 105.PVC Open 27.778.778. 523 305.12.PVC Open 299.778.778. 524 94.PVC Open 45.778.778. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 18:59 R1:WBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 10 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream StructurE Headloss Pressure(ft)(In)Status William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 525 232.12.PVC Open 345.778.778. 526 294.12.PVC Open 260.778.778. 527 248.PVC Open 778.778. 528 83.PVC Open 778.778. 529 115.12.PVC Open 261.778.778. 530 384.12.PVC Open 261.779.778. 531 153.12.PVC Open 261.779.779. 532 216.12.PVC Open 261.779.779. 533 169.12.PVC Open 261.779.779. 534 163.12.PVC Open 261.779.779. 535 222.12.PVC Open 261.779.779. 536 395.12.PVC Open 263.779.779. 537 322.PVC Open 94.779.779. 538 574.PVC Open 94.779.779. 539 315.PVC Open 94.779.779. 540 306.PVC Open 93.779.778. 541 359.PVC Open 93.778.778. 542 145.PVC Open 779.779. 543 289.PVC Open 779.779. 544 387.PVC Open 0.42 779.779. 545 57.12.PVC Open 778.778. 546 50.PVC Open 779.779. 547 329.PVC Open 779.779. 548 284.PVC Open 779.779. 549 284.PVC Open 779.779. 550 210.PVC Open 779.779. 551 171.PVC Open 779.779. 552 269.PVC Open 149.780.780.46 0.48 553 161.PVC Open 149.780.780.0.48 554 90.PVC Open 779.779. 555 63.12.PVC Open 357.779.779. 556 252.PVC Open 778.778. 557 256.12.PVC Open 357.779.779. 558 702.12.PVC Open 357.779.779.023 559 110.12.PVC Open 779.779. 560 275.PVC Open 149.780.780.0.48 561 436.12.PVC Open 779.779. 562 79.PVC Open 780.780. 563 442.12.PVC Open 779.779. 564 68.PVC Open 779.779. 565 42.12.PVC Open 779.779. 566 86.PVC Open 780.780. 567 433.12.PVC Open 779.779. 568 64.12.PVC Open 779.779. 569 222.PVC Open 776.776. 570 307.PVC Open 98.776.776. 571 220.PVC Open 776.776. 572 247.PVC Open 89.776.776. 573 254.PVC Open 776.776. 574 400.PVC Open 79.776.776. 575 287.PVC Open 776.776. Title: INITIAL RUN C:\...\2026 scenario well 4 off.wcd 01/18/07 11 :18:59 RtM3entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 11 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 576 606.12.PVC Open 150.0.43 820.820. 577 326.12.PVC Open 150.0.43 820.820. 578 16.PVC Open 56.820.820. 579 125.12.PVC Open 94.820.820. 580 48.PVC Open 820.820. 581 307.12.PVC Open 66.820.820. 582 252.PVC Open 14.820.820. 583 906.PVC Open 12.820.820. 584 151.PVC Open 15.820.820. 585 259.12.PVC Open 44.820.820. 586 471.12.PVC Open 22.40 820.820. 588 320.PVC Open 13.777.777. 589 481.PVC Open 48.777.777. 590 480.PVC Open 777.777. 591 500.PVC Open 777.777. 592 334.PVC Open 22.777.777. 593 250.PVC Open 777.777. 594 832.PVC Open 40.777.777. 595 350.PVC Open 43.777.777. 596 325.PVC Open 777.777. 597 223.PVC Open 777.777. 598 460.PVC Open 47.777.777. 599 540.12.PVC . Open 20.777.777. 600 660.PVC Open 36.777.777. 601 160.PVC Open 777.777. 602 120.PVC Open 777.777. 603 200.PVC Open 5.49 777.777. 604 375.PVC Open 53.777.777. 605 500.PVC Open 42.777.777. 606 466.PVC Open 772.772. 607 121.PVC Open 236.772.772.47 112 608 308.PVC Open 219.1.40 772.47 772. 609 198.12.PVC Open 723.772.41 772. 610 199.PVC Open 62.0.40 776.776. 611 673.PVC Open 60.776.776. 612 91.PVC Open 776.776. 613 354.PVC Open 158.777.2,,777. 614 739.12.PVC Open 777.777, 615 878.12.PVC Open 777.777. 616 642.12.PVC Open 777.777. 617 35.PVC Open 777.777. 618 246.PVC Open 779.779. 619 179.PVC Open 135.42 777,778.0.40 620 215.PVC Open 777.777. 621 780.PVC Open 80.777.777.46 622 123.PVC Open 777.46 777.46 623 286.PVC Open 70.777.46 777. 624 160.PVC Open 777.777. 625 660.PVC Open 60.777.777. 626 225.PVC Open 169.777.777. 627 357.PVC Open 113.777.777. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 18:59 R!lVBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downsiream Structure Headloss Pressure(ft)(in)Status William~(gpm)(ft/s). Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 628 114.PVC Open 777.777.629 395.PVC Open 119.777.48 777.630 97.PVC Open 777.48 77748631305.PVC Open 127.777.777.48632280.PVC Open 17.777.777.633 380.PVC Open 777.777.634 316.PVC Open 86.777.778.635 230.PVC Open 70.0.45 778.778.636 60.PVC Open 110.778.778.637 602.PVC Open 30.778.778.638 650.PVC Open 23.778.778.639 346.PVC Open 204.778.779.640 269.PVC Open 72.0.46 778.778.641 215.PVC Open 44.778.778.642 245.PVC Open 57.778.778.643 325.PVC Open 79.778.778.644 190.PVC Open 149.778.779.0.48645503.PVC Open 27.778.778.646 268.PVC Open 46.778.778.647 349.PVC Open 44.778.778.648 172.PVC Open 15.778.778.649 299.PVC Open 70.0.45 778.778.650 355.PVC Open 21.778.778.651 265.PVC Open 778.778.652 260.PVC Open 28.779.779.653 432.PVC Open 19.779.779.654 153.PVC Open 47.779.779.655 154.PVC Open 121.779.779.656 96.PVC Open 204.779.779.657 191.PVC Open 95.779.779.658 46.PVC Open 24.40 779.779.659 352.PVC Open 119.779.7"79.660 566.PVC Open 109.779.779.661 219.PVC Open 228.1.46 779.779.662 175.PVC Open 779.779.663 197.PVC Open 12.779.779.664 259.PVC Open 75.0.48 779.779.665 637.PVC Open 46.823.823.666 120.PVC Open 34.43 823.823.667 504.PVC Open 823.823.668 167.PVC Open 823.823.669 251.PVC Open 12.823.823.670 104.PVC Open 823.823.671 231.PVC Open 17.823.823.672 341.PVC Open 11.823.823.673 337.PVC Open 32.823.823.674 285.PVC Open 823.823.675 199.PVC Open 823.823.676 283.PVC Open 42.823.82319677397.PVC Open 24.823.823.678 865.PVC Open 823.823.Title: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :18:59 R1M3entley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 13 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report label length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status William~(gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ftl1000ft)Headloss (ft) 679 123.PVC Open 823.823.680 231.PVC Open 823.823.681 142.PVC Open 19.823.823.682 166.PVC Open 823.82315683818.PVC Open 820.820.684 325.12.PVC Open 339.778.778.685 51.PVC Open 22.40 820.820.686 53.PVC Open 22.40 820.820.687 22.PVC Open 758.42 780.40 779.40 45.688 146.12.PVC Open 467.780.40 780.689 70.12.PVC Open 459.780.779.691 524.PVC Open 35.779.40 779.42692113.PVC Open 779.42 779.42693166.PVC Open 780.780.694 689.PVC Open 35.77942 779.45695356.12.PVC Open 795.779.779.45 1.4569663.12.PVC Open 759.779.45 779.697 126.PVC Open 779.779.698 248.12.PVC Open 759.779.779.699 173.PVC Open 15.48 779.779.700 11.PVC Open 779.779.701 280.PVC Open 15.48 779.779.702 156.PVC Open 779.779.703 299.PVC Open 779.779.704 279.PVC Open 779.779.705 582.12.PVC Open 744.779.778.706 10.00 PVC Open 778.778.707 1,401.12.PVC Open 741.778.29 776.708 201.PVC Open 776.776.709 14.PVC Open 776.776.710 132.12.PVC Open 739.776.776.711 335.12.PVC Open 346.776.775.712 323.12.PVC Open 775.775.713 228.12.PVC Open 346.' 2 775.775.714 12.PVC Open 775.775.715 163.12.PVC Open 346.775.775.716 160.PVC Open 775.775.718 620.PVC Open 110.775.775.719 471.12.PVC Open 234.783.784.720 153.12.PVC Open 234.784.785.4172114.12.PVC Open 785.41 785.41723141.12.PVC Open 258.789.789.3.48 0.49724320.12.PVC Open 281.789.790.725 502.12.PVC Open 23.789.789.726 214.12.PVC Open 23.789.789.727 372.PVC Open 77.0.49 776.776.728 156.PVC Open 29.776.776.729 708.PVC Open 34.46 776.776.730 797.PVC Open 20.777.777.731 160.PVC Open 59.777.777.732 48.12.PVC Open 780.780. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11: 18:59 ffilVBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 733 425.PVC Open 24.777.777. 735 62.12.PVC Open 779.779. 736 65.12.PVC Open 779.779. 737 33.PVC Open 779.779. 738 136.PVC Open 262.779.779. 739 392.12.PVC Open 268.777.777. 740 14.PVC Open 34.777.777. 741 414.12.PVC Open 233.777.777. 742 275.PVC Open 123.777.777. 743 120.PVC Open 38.777.777. 744 43.12.PVC Open 664.822.822. 745 171.12.PVC Open 281.790.791. 747 566.12.PVC Open 762.791.29 780.10.45 749 50.96.PVC Open 1,415.2,422.2,422. 751 37.PVC Open 780.780. 752 42.PVC Open 780.780. 753 697.PVC Open 11.777.777. 754 420.PVC Open 11.42 777.777. 755 452.PVC Open 16.777.777. 756 895.PVC Open 825.49 825.49 757 777.PVC Open 825.825.49 758 967.PVC Open 10.825.49 825.49 759 920.PVC Open 101.776.776. 760 830.12.PVC Open 136.777.777.49 762 30.PVC Open 770.770. 763 833.12.PVC Open 16.777.777. 764 330.PVC Open 401.770.769. 765 140.Steel Open 435.543.541.13. 766 12.PVC Open 339.820.820. 767 356.PVC Open 402.771.770. 768 239.12.PVC Open 769.769. 769 12.PVC Open 777.777. 844 254.12.PVC Open 653.822.821. 845 230.12.PVC Open 655.822.822. 846 188.12.PVC Open 656.822.822. 847 383.PVC Open 821.821. 848 176.PVC Open 822.82214 849 168.PVC Open 822.822. 900 587.12.PVC Open 320.830.828. 901 Steel Open 546.3.49 778.778. 904 143.12.PVC Open 777.777. 906 60.12.PVC Open 352.777.777. 907 798.PVC Open 415.853.791.34.62. 950 171.PVC Open 70.0.45 777.777. 954 23.64.PVC Open 298.45 574.574. 958 76.PVC Open 14.776.776. 959 345.PVC Open 116.776.776. 960 37.PVC Open 112.776.776. 964 139.12.PVC Open 325.47 775.775. 965 21.12.PVC Open 777.777.20 968 673.PVC Open 770.770.Title: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11:18:59IWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headioss (ft) 971 601.PVC Open 30.777.777. 972 79.PVC Open 777.777. 973 180.PVC Open 27.777.777. 974 904.PVC Open 11.777.777. 975 179.PVC Open 11.777.777. 976 344.PVC Open 777.777. 977 178.PVC Open 777.777. 978 629.PVC Open 402.773.771. 979 592.PVC Open 414.775.773. 980 752.PVC Open 401.769.767. 981 PVC Open 320.8.43 767.767.30. 982 100.12.PVC Open 401.769.769.0.40 984 126.12.PVC Open 413.780.779.0.42 985 103.PVC Open 780.780. 986 207.PVC Open 780.780. 987 32.PVC Open 778.778. 988 415.PVC Open 67.0.43 780.780. 989 710.PVC Open 161.40 776.775. 990 846.12.PVC Open 536.780.780. 991 19.PVC Open 161.40 775.775. 992 269.12.PVC Open 214.780.780. 993 340.12.PVC Open 214.780.780. 994 67.12.PVC Open 214.780.780. 995 230.12.PVC Open 104.780.780. 996 172.12.PVC Open 104.780.780. 997 147.PVC Open 67.0.43 780.780. 998 54.PVC Open 12.49 780.780. 999 190.12.PVC Open 80.780.780.000 1000 80.12.PVC Open 24.780.780. 1001 141.12.PVC Open 24.780.780. 1002 262.12.PVC Open 24.780.780. 1003 11.12.PVC Open 24.780.780. 1005 258.12.PVC Open 346.780.780. 1006 84.12.PVC Open 322.780.780. 1007 290.12.PVC Open 322.780.780. 1008 716.PVC Open 27.823.823. 1 012 194.PVC Open 113.777.777. 1 01 3 158.PVC Open 115.777.777. 1014 443.PVC Open 776.776. 1015 162.PVC Open 776.776. 1016 013.PVC Open 777.777. 1018 372.PVC Open 777.777.000 1025 64.12.PVC Open 651.791.791. 1026 50.96.PVC Open 651.2,422.422. 1027 46.12.PVC Open 281.791.791. 1029 716.12.PVC Open 775.775. 1030 22900 120 PVC Open 775.775. 1031 211.12.PVC Open 775.775.000 1032 536.PVC Open 34.777.777. 1034 051.12.PVC Open 258.785.41 789.3.48 1035 20.12.PVC Open 370.791.791.49 Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:18:59 ~entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 16 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pipe Report label length Diameter Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 1036 271.14.PVC Open 370.791.49 791. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :18:59 R!M3entley Systems, Inc.Haestad Methods Solution Center Watertown, CT 06795 USA Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) +1-203-755-1666 Page 17 of 17 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Pump Report label Discharge Control Elevation Intake Pump Discharge Calculated(gpm)Status (ft)Pump Head Pump Water Grade (ft)Grade Power (ft)(ft)(Hp) PMP-546.Fixed Speed Override 534.534.244.778.33. PMP-435.543.541.71.41 612. PMP-135.45 610.610.167.778. PMP-353.610.610.167.778.15. PMP-Off 610.611.778. PMP-298.45 624.574.203.778.45 15. PMP-Off 399.419.777. PMP-352.473.493.283.777.25. PMP-1,415.Fixed Speed Override 372.422.431.853.154. PMP-651.567.422.369.791.154. PMP-Booster 320.640.767.63.830.21. Title: INITIAL RUN Project Engineer: DMCc:\...\2026 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/18/07 11 :23:51 R!WBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Tank Report Label Base Minimum Initial Maximum Inactive Tank Inflow Current Calculated CalculatedElevationElevationHGLElevationVolumeDiameter(gpm)Status Hydraulic Grade Percent(ft)(ft)(ft)(ft)(gal)(ft)(ft)Full (%) 610.610.611.618.N/A 53.Draining 611. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11:29:18 R!:JVBentley Systems , Inc.Haestad Methods Solution Center Watertown, CT 06795 USA Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) +1-203-755-1666 Page 1 of 1 Scenario: 2026 WELL 4 OFF Fire Flow Analysis Valve Report Label Elevation Diameter Control Discharge From Headloss Calculated(ft)(in)Status (gpm)HGL HGL (ft)Pressure (ft)(ft)Setting (psi) FCV-Hwy 55 602.12.Closed 820.769. FCV-5 Southhampton 652.Closed 778.820. FCV-6 GREAT SKY Wy 569.12.Inactive 777.777. TCV-Horse Shoe Bend 620.Th rottling 402.771.771. PSV-1 Floating Feather 653.12.Throttling 339.820.778.42.72. TCV-State at Well 4 565.12.Closed 779.777. PSV-Gladestone 572.Inactive 161.40 775.775.62. PSV-567.10.Inactive 370.791.49 791.49 65. Title: INITIAL RUN c:\...\2026 scenario well 4 off.wcd 01/18/07 11 :32:32 R1M3entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 2026 Scenario Well #6 Off .... Scenario: 2026 WELL 6 OFF Title: INITIAL RUN w:\...\2026 scenario well 6 off.wcd 01/17/07 12:44:21 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm)Total rei (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 1.49 500.501.49 84.981 20.759. true 500.502.84.981 20.761. false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/A true 103.500.603.86.981 42.000. false N/A N/A N/A N/A N/Afalse10.N/A N/A N/A N/A N/A true 500.500.86.981 20.766. true 10.500.510.86.981 20.764. true 16.500.516.85.981 20.763. true 500.504.86.981 42.000. false N/A N/A N/A N/A N/Afalse11.N/A N/A N/A N/A N/A true 500.506.87.981 42.000.true 500.501.87.981 42.000. false 9.44 N/A N/A N/A N/A N/A true 500.506.85.981 20.772. true 500.500.87.981 20.784. true 500.507.88.981 20.779. false 12.N/A N/A N/A N/A N/A true 500.505.87.981 20.765. true 500.500.86.41 981 20.774.false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 15.500.515.85.981 20.762. true 13.500.513.87.981 42.000.false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 12.500.512.73.981 20.774. false N/A N/A N/A N/A N/A true 500.1 ,503.65.49 981 20.294. false 11.N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.66.981 43.999. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.500.72.981 43.999.47 +.,,~ n ""~ ""...n nn ~ ""'" nn ~n nn 9S,42.000.uu'"' ,,"- oJvv.vv". ",,- /0. false N/A N/A N/A N/A N/A true 500.502.69.981 43.000. false N/A N/A N/A N/A N/A true 500.504.55.981 20.2,498. false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.509.29.981 42.678.45 false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.506.64.981 20.733. true 21 .40 500.521.40 63.981 21.44 643. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.502.51.981 37.561. true 10.500.510.66.981 20.711.44 false 10.N/A N/A N/A N/A N/A true 10.500.510.69.981 20.774. false N/A N/A N/A N/A N/A true 13.500.513.65.981 23.220. true 15.500.515.54.981 20.564. false N/A N/A N/A N/A N/A true 29.500.529.66.981 22.630. true 23.500.523.73.981 20.696. false N/A N/A N/A N/A N/A true 19.46 500.519.46 51.43 981 20.297. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.58.981 20.237. false 500.N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 11.500.511.57.44 981 25.205.43 false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 12.500.512.57.981 26.124. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.507.57.981 23.44 908. false N/A "/A ~IIA "IA N/A .."..,""..""'/'"\ false N/A N/A N/A N/A N/A true 500.503.45.981 20.110.43 false 14.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 2 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm)Total rei (psi)Flow TotalNeededFlow (psi)Needed false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/A100true500.504.40.101 20.916. 101 false N/A N/A N/A N/A N/A 102 false N/A N/A N/A N/A N/A103falseN/A N/A N/A N/A N/A104true500.500.56.981 21.678.105 false N/A N/A N/A N/A N/A 106 false 10.N/A N/A N/A N/A N/A107false11.N/A N/A N/A N/A N/A108true500.507.58.981 20.881. 109 false N/A N/A N/A N/A N/A110falseN/A N/A N/A N/A N/A 111 false N/A N/A N/A N/A N/A112falseN/A N/A N/A N/A N/A 113 false N/A N/A N/A N/A N/A114true500.505.58.981 22.049.40 115 true 1 ,500.504.82.981 20.545.116 true 500.505.60.981 20.272.117 false N/A N/A N/A N/A N/A118falseN/A N/A N/A N/A N/A 119 false N/A N/A N/A N/A N/A120true500.507.59.981 20.316. 121 true 500.507.57.981 20.097.48122falseN/A N/A N/A N/A N/A 123 true 13.500.513.46.48 981 20.307.124 false 12.N/A N/A N/A N/A N/A125true15.500.515.32.126 21.739.126 false N/A N/A N/A N/A N/A 127 true 500.1 ,500.65.981 20.757.128 true 500.501.48.44 981 20.359. 131 false N/A N/A N/A N/A N/A 132 false N/A N/A N/A N/A N/A133false13.N/A N/A N/A N/A N/A 134 false 11.N/A N/A N/A N/A N/A 135 false 29.N/A N/A N/A N/A N/A136falseN/A N/A N/A N/A N/A 137 false N/A N/A N/A N/A N/A 138 false 11.500.N/A N/A N/A N/A N/A139falseN/A N/A N/A N/A N/A 140 true 500.500.75.981 41.871. 141 false N/A N/A N/A N/A N/A142true500.507.79.98;35.178. 143 false N/A N/A N/A N/A N/A144falseN/A N/A N/A N/A N/A145falseN/A N/A N/A N/A N/A146falseN/A N/A N/A N/A N/A 147 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 3 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 148 true 10.1 ,500.510.57.981 27.101. 149 true 29.500.529.56.981 33.909. 150 false 500.N/A N/A N/A N/A N/A 151 true 12.500.512.58.981 21.280. 152 true 13.500.513.58.981 24.207. 153 true 500.504.58.981 22.279. 154 true 13.500.513.67.981 22.750. 155 true 16.1 ,500.516.67.981 20.640.49 156 true 500.500.63.981 30.2,451. 157 false N/A N/A N/A N/A N/A 158 true 25.500.525.58.981 41.343. 159 true 20.43 500.520.43 72.981 22.107. 160 true 500.501.73.981 20.208. 161 true 13.500.513.71.981 23.120. 162 false N/A N/A N/A N/A N/A 163 true 500.507.71.981 21.074. 164 true 15.500.515.68.981 20.796. 165 false N/A N/A N/A N/A N/A 166 false N/A N/A N/A N/A N/A 167 true 500.506.68.981 20.739. 168 true 1 ,500.501 .68.981 20.771.41 169 false N/A N/A N/A N/A N/A 170 false N/A N/A N/A N/A N/A 171 false 17.N/A N/A N/A N/A N/A 172 true 500.506.69.981 20.865. 173 false N/A N/A N/A N/A N/A 17"i true 1 ,500.1 ,501 .57.981 28.297.45 175 false N/A N/A N/A N/A N/A 176 false N/A N/A N/A N/A N/A 177 false 39.N/A N/A N/A N/A N/A 178 false 10.N/A N/A N/A N/A N/A 179 false 64.N/A N/A N/A N/A N/A 180 false N/A N/A N/A N/A N/A 181 false N/A N/A N/A N/A N/A 182 false N/A N/A N/A N/A N/A 183 false 10.N/A N/A N/A N/A N/A 184 true 500.503.54.49 981 20.131. 185 false N/A N/A N/A N/A N/A 186 false 500.507.17.981 42.1,472. 187 true 1 ,500.500.49.981 28.989. 188 false 10.N/A N/A N/A N/A N/A 189 false N/A N/A N/A N/A N/A 190 faise N/A .". N/A N/A N/A1'1/1-\ 191 true 500.503.63.981 20.513. 192 false N/A N/A N/A N/A N/A 193 false N/A N/A N/A N/A N/A 194 true 500.504.63.981 20.502. 195 false 66.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 15 Label Satisfies Base FlowFire Flow (gpm) Constraints? 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 false true false false false false false false false false false false false false false false false false false false true false true false true true false false true true true true false true true false true true false false false false true false false false false true 46. 11. 15. 24. 17. 12. 10. 16. 12. 114. 26. Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Needed Fire Flow (gpm) 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. Total Flow Needed (gpm) N/A 546. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 508. N/A 501. N/A 500. 500. N/A N/A 501. 1 ,505. 509. 517. N/A 507. 510. N/A 516. 507. N/A N/A N/A N/A 500. N/A N/A N/A N/A 506. Calculated Residual Pressure rei Total Flow Needed (psi) Calculated Minimum Zone Junction rei Total Flow Needed N/A N/A 67.14 J-981 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 80.63 J-981 N/A N/A 87.18 J-981 N/A N/A 87.30 J-981 85.39 J-981 N/A N/A N/A N/A 84.48 J-981 84.69 J-981 74.82 J-981 74.79 J-981 N/A N/A 68.47 J-981 67.43 J-981 N/A N/A 69.83 J-981 69.62 J-981 N/A N/A N/A N/A N/A N/A N/A N/A 84.34 j-9Si N/A N/A N/A N/A N/A N/A N/A N/A 80.35 J-981 Calculated Minimum Zone Pressure (psi) N/A 20. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20. N/A 20. N/A 20. 20. N/A N/A 23. 20. 40.52 20. N/A 20. 20. N/A 20. 20. N/A N/A N/A N/A 20. N/A N/A N/A N/A 20. Available Fire Flow (gpm) N/A 639. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 242. N/A 781. N/A 803. 819. N/A N/A 699. 715.45 880.41 954. N/A 682. 642. N/A 692. 666. N/A N/A N/A N/A 299. N/A N/A N/A N/A 055.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm) Total (S1 (psi) Flow Total Needed Flow (psi)Needed 244 true 11.500.511.81.981 20.008. 245 false N/A N/A N/A N/A N/A 246 true 500.509.81.981 20.059. 247 false N/A N/A N/A N/A N/A 248 true 500.508.80.981 20.026. 249 true 500.505.79.981 20.053. 250 false N/A N/A N/A N/A N/A 251 true 500.507.77.47 981 20.913. 252 false N/A N/A N/A N/A N/A 253 false N/A N/A N/A N/A N/A 254 false N/A N/A N/A N/A N/A 255 false N/A N/A N/A N/A N/A 256 false N/A N/A N/A N/A N/A 257 false N/A N/A N/A N/A N/A 258 false N/A N/A N/A N/A N/A 259 false N/A N/A N/A N/A N/A 260 true 500.502.52.981 20.43 773. 261 false N/A N/A N/A N/A N/A 262 false N/A N/A N/A N/A N/A 263 false N/A N/A N/A N/A N/A 264 true 500.509.50.981 20.43 672. 265 false N/A N/A N/A N/A N/A 266 true 16.500.516.49.981 20.568. 267 false N/A N/A N/A N/A N/A 268 true 14.500.514.54.48 981 20.895. 269 true 500.508.54.981 20.889. 270 true 11.500.511.53.981 20.735.47 271 true 2.46 500.502.46 51.981 20.643. 272 false N/A N/A N/A N/A N/A 273 true 500.508.50.981 20.632. 27"i false N/A N/A N/A N/A N/A 275 true 10.500.510.51.981 20.734. 276 true 14.500.514.49.40 981 20.602. 277 false 17.N/A N/A N/A N/A N/A 278 true 19.47 500.519.47 49.981 23.713. 279 false 4.46 N/A N/A N/A N/A N/A 280 false N/A N/A N/A N/A N/A 281 false N/A N/A N/A N/A N/A 282 false 11.N/A N/A N/A N/A N/A 283 true 500.1 ,504.59.981 28.258. 28~false N/A N/A N/A N/A N/A 285 true 500.500.61.981 27.301. 286 false N/A "fA ~IIA N/A N/A ,."..,,.".., 287 true 10.500.510.77.981 20.601. 288 true 15.500.515.76.981 20.601. 289 true 500.506.75.981 20.601. 290 true 500.1 ,504.69.41 981 20.602. 291 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm) Total (psi) Flow TotalNeededFlow (psi)Needed 292 false N/A N/A N/A N/A N/A293falseN/A N/A N/A N/A N/A294falseN/A N/A N/A N/A N/A295true500.503.86.981 20.552.296 false N/A N/A N/A N/A N/A297falseN/A N/A N/A N/A N/A298true500.500.69.49 981 20.602.299 false N/A N/A N/A N/A N/A300falseN/A N/A N/A N/A N/A 301 false N/A N/A N/A N/A N/A302falseN/A N/A N/A N/A N/A303true500.500.70.981 20.602.304 false N/A N/A N/A N/A N/A305true14.500.514.71.981 20.602.306 true 15.500.515.73.41 981 20.602.307 true 10.500.510.75.46 981 20.602.308 true 10.500.510.72.981 20.602.309 true 16.500.516.78.981 20.602.41310true25.500.525.77.981 20.526. 311 false N/A N/A N/A N/A N/A312false274.N/A N/A N/A N/A N/A313falseN/A N/A N/A N/A N/A 31"i true 1 ,500:00 1 ,500.69.981 20.602.315 false N/A N/A N/A N/A N/A316falseN/A N/A N/A N/A N/A317falseN/A N/A N/A N/A N/A318true14.500.514.75.981 42.999.43319false34.N/A N/A N/A N/A N/A320falseN/A N/A N/A N/A N/A321true18.48 500.518.48 86.981 20.253.322 false N/A N/A N/A N/A N/A323true12.500.512.64.981 20.237.325 false N/A N/A N/A N/A N/A326true500.500.83.981 20.080.327 false N/A N/A N/A N/A N/A328true500.504.53.981 29.058.329 false N/A N/A N/A N/A N/A330true500.506.75.981 20.065.20 331 false N/A N/A N/A N/A N/A332false10.N/A N/A N/A N/A N/A333false1.03 N/A N/A N/A N/A N/A334true10.500.510.77.981 20.878.335 false N/A N/A N/A N/A N/A336true500.507.77.981 20.872.337 true 500.507.77.981 20.844.338 true 500.505.77.981 20.875.339 false N/A N/A N/A N/A N/A340falseN/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm)Total rei (psi) Flow Total Needed Flow (psi)Needed 341 true 500.506.74.981 20.697. 342 false N/A N/A N/A N/A N/A 343 true 1 ,500.506.72.43 981 20.570. 344 true 1 ,500.509.66.981 20.330. 345 faise 15.N/A N/A N/A N/A N/A 346 true 6.43 500.506.43 76.981 20.602. 347 true 500.1 ,504.72.981 20.592. 348 false 17.N/A N/A N/A N/A N/A 349 false N/A N/A N/A N/A N/A350true1 ,500.507.72.981 20.601. 351 false 500.N/A N/A N/A N/A N/A 352 false 17.500.N/A N/A N/A N/A N/A 353 true 500.503.67.981 29.501.354 true 12.500.512.60.981 20.602. 355 false 500.N/A N/A N/A N/A N/A 356 false 500.N/A N/A N/A N/A N/A 357 true 11.500.511.57.981 20.601. 358 false 500.N/A N/A N/A N/A N/A 359 false 1 ,500.N/A N/A N/A N/A N/A 360 true 1 ,500.500.41.981 24.46 2,436. 361 true 500.500.63.40 981 20.525. 364 false 500.N/A N/A N/A N/A N/A 365 false 500.N/A N/A N/A N/A N/A 366 false 500.N/A N/A N/A N/A N/A 367 false 500.N/A N/A N/A N/A N/A 368 false 500.N/A N/A N/A N/A N/A 369 false 1.16 500.N/A N/A N/A N/A N/A 370 true 500.500.70.43 981 22.990. 371 false 19.1 ,500.N/A N/A N/A N/A N/A 372 true 500.509.86.981 20.779. 373 false 500.N/A N/A N/A N/A N/A 374 false 500.N/A N/A N/A N/A N/A 375 false 500.N/A N/A N/A N/A N/A 376 false 15.500.N/A N/A N/A N/A N/A 377 false 500.N/A N/A N/A N/A N/A 378 false 12.500.N/A N/A N/A N/A N/A 379 false 500.N/A N/A N/A N/A N/A 380 false 13.500.N/A N/A N/A N/A N/A 381 true 500.501.62.981 41.931. 382 false 500.N/A N/A N/A N/A N/A 383 false 500.N/A N/A N/A N/A N/A384true500.505.89.981 20.786. 385 true 500.500.88.43 981 20.817. 386 true 17.500.517.86.981 20.789.387 false 500.N/A N/A N/A N/A N/A 388 false 500.N/A N/A N/A N/A N/A 389 true 500.500.90.981 20.818. 390 false 10.1 ,500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.65.981 41.331. 392 true 500.507.89.981 20.819. 393 false 10.500.N/A N/A N/A N/A N/A394true500.500.89.981 20.819. 395 true 500.501.88.981 20.814.396 false 500.N/A N/A N/A N/A N/A 397 false 10.42 500.N/A N/A N/A N/A N/A 398 true 500.500.92.981 20.825. 399 true 18.48 500.518.48 90.40 981 20.822. 400 true 13.43 500.513.43 89.981 20.821. 401 true 500.500.88.981 20.817. 402 true 2.47 500.502.47 91.981 20.833.403 true 500.500.91.981 20.831. 40"i true 0.42 1 ,500.1 ,500.42 88.981 20.843.405 false 500.N/A N/A N/A N/A N/A 406 false 500.N/A N/A N/A N/A N/A407false500.N/A N/A N/A N/A N/A 408 false 500.N/A N/A N/A N/A N/A409false500.N/A N/A N/A N/A N/A 41 0 false 10.500.N/A N/A N/A N/A N/A 411 true 500.507.59.981 20.520. 412 true 12.500.512.67.49 981 42.999.46413true500.1 ,504.69.981 42.000. 414 true 500.1 ,503.49.981 20.602.415 true 500.1 ,508.48.981 20.602. 416 false 500.N/A N/A N/A N/A N/A417false500.N/A N/A N/A N/A N/A 418 true 10.500.510.70.981 20.582.419 true 500.507.69.981 20.579. 420 false 12.500.N/A N/A N/A N/A N/A 421 true 15.500.515.60.981 20.2,422. 422 true 500.1 ,500.61.981 20.455. 423 false 500.N/A N/A N/A N/A N/A424false500.N/A N/A N/A N/A N/A 425 false 500.N/A N/A N/A N/A N/A 426 false 500.N/A N/A N/A N/A N/A427false500.N/A N/A N/A N/A N/A 428 false 500.N/A N/A N/A N/A N/A 429 false 500.N/A N/A N/A N/A N/A430false500.N/A N/A N/A N/A N/A 431 false 500.N/A N/A N/A N/A N/A 432 false 500.N/A N/A N/A N/A N/A433false500.N/A N/A N/A N/A N/A 434 false N/A N/A N/A N/A N/A 435 false 500.N/A N/A N/A N/A N/A436true500.1 ,503.62.981 20.394. 437 true 500.1 ,501.58.981 27.49 255.438 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm)Total rei (psi) Flow Total Needed Flow (psi)Needed 439 true 500.501.35.981 37.721.440 true 500.500.45.981 27.893.441 false 11.N/A N/A N/A N/A N/A442falseN/A N/A N/A N/A N/A443true500.507.69.981 20.790.444 true 500.500.87.981 20.791.445 false N/A N/A N/A N/A N/A446true500.508.87.981 20.792.447 true 500.1 ,500.87.981 20.793.40448true500.500.83.44 981 20.495. 449 true 500.1 ,501.82.981 20.358.450 false N/A N/A N/A N/A N/A451true500.500.72.981 20.795.452 false N/A N/A N/A N/A N/A453true500.1 ,500.87.981 20.796.454 false N/A N/A N/A N/A N/A455falseN/A N/A N/A N/A N/A456true500.1 ,501.86.981 20.797.457 true 500.1 ,500.86.981 20.798.458 false N/A N/A N/A N/A N/A459true500.500.83A5 981 26.558.460 true 500.500.63.981 20.570. 461 false N/A N/A N/A N/A N/A462falseN/A N/A N/A N/A N/A463true500.500.76.981 37.945.464 true 500.500.77.981 22.063.465 false N/A N/A N/A N/A N/A466true500.500.80.981 20.240.467 false N/A N/A N/A N/A N/A468true500.500.72.981 35.760.469 true 500.500.46.981 20.036.470 true 500.500.74.40 981 30.846.471 false N/A N/A N/A N/A N/A472falseN/A N/A N/A N/A N/A473falseN/A N/A N/A N/A N/A474falseN/A N/A N/A N/A N/A 475 false N/A N/A N/A N/A N/A476true500.500.78.981 36.024.477 false N/A N/A N/A N/A N/A478falseN/A N/A N/A N/A N/A479falseN/A N/A N/A N/A N/A480falseN/A N/A N/A N/A N/A481falseN/A N/A N/A N/A N/A482true500.500.88.44 981 20.801.483 false N/A N/A N/A N/A N/A484falseN/A N/A N/A N/A N/A485true500.1 ,500.86.981 20.786.486 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:44:35 WJBentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 487 false N/A N/A N/A N/A N/A JA88 false N/A N/A N/A N/A N/A 489 false N/A N/A N/A N/A N/A 490 false N/A N/A N/A N/A N/A 491 false N/A N/A N/A N/A N/A 492 false N/A N/A N/A N/A N/A 493 false N/A N/A N/A N/A N/A 494 false N/A N/A N/A N/A N/A 495 false N/A N/A N/A N/A N/A 496 false N/A N/A N/A N/A N/A 497 false 56.N/A N/A N/A N/A N/A 498 false 12.N/A N/A N/A N/A N/A 499 true 500.500.74.48 981 20.602. 500 true 500.509.75.981 20.601. 501 true 11.500.511.76.981 20.600.44 502 true 15.500.515.74.49 981 22.519. 503 false N/A N/A N/A N/A N/A 50"i true 1 ,500.1 ,500.73.981 42.000. 505 false N/A N/A N/A N/A N/A 506 true 500.500.75.981 42.000. 507 false N/A N/A N/A N/A N/A 508 true 11.500.511.70.981 42.999. 509 false N/A N/A N/A N/A N/A 510 true 500.507.60.981 41.806. 511 true 12.500.512.69.981 42.49 999.44 512 false N/A N/A N/A N/A N/A 513 false N/A N/A N/A N/A N/A 514 true 500.1 ,505.67.981 42.40 999.42 515 true 500.507.71.981 42.000. 516 false N/A N/A N/A N/A N/A 517 false N/A N/A N/A N/A N/A 518 true 500.502.66.981 42.999. 519 false N/A N/A N/A N/A N/A 520 true 500.1 ,505.65.981 42.999.41 521 false N/A N/A N/A N/A N/A 522 true 500.506.63.981 20.280. 523 true 1 ,500.502.54.981 20.280. 524 false 16.N/A N/A N/A N/A N/A 525 true 500.502.69.981 20.586. 52/false N/A N/A N/A N/A N/A 528 false N/A N/A N/A N/A N/A 529 false 12.N/A N/A N/A N/A N/A 530 false N/A N/A N/A N/A N/A 531 false N/A N/A N/A N/A N/A 532 true 500.507.72.981 20.284. 533 false N/A N/A N/A N/A N/A 534 true 500.507.70.981 20.210. 535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 536 true 500.504.73.981 21.3,489. 537 false 56.N/A N/A N/A N/A N/A 538 true 500.1 ,502.74.981 20.486. 539 false N/A N/A N/A N/A N/A 540 true 500.505.75.49 981 34.999. 541 false N/A N/A N/A N/A N/A 542 true 13.500.513.77.981 42.000. 543 true 500.506.86.48 981 20.774. 544 true 500.509.86.981 20.775. 546 true 500.507.83.981 24.614. 547 true 13.500.513.87.45 981 20.797. 548 false N/A N/A N/A N/A N/A 549 true 500.508.85.981 20.803. 550 true 500.500.85.981 20.804. 551 true 500.500.85.981 20.805. 552 false N/A N/A N/A N/A N/A 553 true 24.500.524.86.981 20.803. 554 true 19.46 500.519.86.981 20.804. 555 true 10.500.510.84.981 20.723. 556 false 15.N/A N/A N/A N/A N/A 557 false N/A N/A N/A N/A N/A 558 false 19.N/A N/A N/A N/A N/A 559 true 15.500.515.85.43 981 20.782. 560 false 12.N/A N/A N/A N/A N/A 561 true 500.507.87.981 20.809. 562 true 500.500.87.981 20.811. 563 false N/A N/A N/A N/A N/A 564 false N/A N/A N/A N/A N/A 565 false N/A N/A N/A N/A N/A 566 false N/A N/A N/A N/A N/A 567 true 500.503.89.981 20.814. 568 false 22.40 N/A N/A N/A N/A N/A 569 false N/A N/A N/A N/A N/A 570 false 22.40 N/A N/A N/A N/A N/A 571 true 22.500.522.69.981 20.602. 572 true 12.500.512.74.981 20.602. 573 false N/A N/A N/A N/A N/A 574 true 500.509.74.981 20.602. 575 false N/A N/A N/A N/A N/A 576 true 12.500.512.70.981 20.602. 577 true 16.500.516.74.981 20.602. 578 false N/A N/A N/A N/A N/A 579 true 14.500.514.73.981 20.602. 580 false N/A N/A N/A N/A N/A 581 false N/A N/A N/A N/A N/A 582 false N/A N/A N/A N/A N/A 583 true 500.503.74.981 20.602. 584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)rei Junction Pressure (gpm) Total rei (psi) Flow Total Needed Flow (psi)Needed 585 true 500.500.67.981 20.602. 586 false N/A N/A N/A N/A N/A 587 true 500.507.48.981 26.849. 588 true 500.500.78.981 20.317. 589 false N/A N/A N/A N/A N/A 590 true 500.500.71.981 22.973. 591 false N/A N/A N/A N/A N/A 592 true 500.1 ,500.68.981 24.46 807. 593 false 77.N/A N/A N/A N/A N/A 594 false N/A N/A N/A N/A N/A 595 false N/A N/A N/A N/A N/A 596 true 500.500.79.981 20.221. 597 false N/A N/A N/A N/A N/A 598 true 500.1 ,500.79.981 20.185. 599 false N/A N/A N/A N/A N/A 600 false N/A N/A N/A N/A N/A 601 false N/A N/A N/A N/A N/A 602 true 500.1 ,509.68.981 22.941. 603 false N/A N/A N/A N/A N/A 604 true 500.500.62.981 25.2,426. 605 true 500.502.78.981 20.125.43 606 false N/A N/A N/A N/A N/A 607 true 500.502.79.44 981 20.017. 608 true 500.500.74.981 20.017. 609 false N/A N/A N/A N/A N/A 610 false N/A N/A N/A N/A N/A 611 false N/A N/A N/A N/A N/A 612 false N/A N/A N/A N/A N/A 613 false N/A N/A N/A N/A N/A 614 false 21.N/A N/A N/A N/A N/A 615 false N/A N/A N/A N/A N/A 616 false 21.N/A N/A N/A N/A N/A 617 false N/A N/A N/A N/A N/A 618 false 23.N/A N/A N/A N/A N/A 619 false N/A N/A N/A N/A N/A 620 false N/A N/A N/A N/A N/A 621 true 500.500.88.981 20.937.45 622 true 500.500.87.981 20.938. 623 false 23.N/A N/A N/A N/A N/A 624 true 500.500.88.981 20.951.43 625 false N/A N/A N/A N/A N/A 628 false 23.N/A N/A N/A N/A N/A 636 false N/A N/A N/A N/A N/A 637 true 13.500.513.57.981 20.316. 638 false 29.N/A N/A N/A N/A N/A 639 true 34.46 500.534.46 45.981 39.935. 640 false 56.N/A N/A N/A N/A N/A 650 false 22.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm)Total rei (psi) Flow Total Needed Flow (psi)Needed 651 false 12.N/A N/A N/A N/A N/A 653 false 16.N/A N/A N/A N/A N/A 654 false 21.40 N/A N/A N/A N/A N/A 655 false 18.N/A N/A N/A N/A N/A656false23.N/A N/A N/A N/A N/A 657 false 16.N/A N/A N/A N/A N/A 658 false N/A N/A N/A N/A N/A 659 false N/A N/A N/A N/A N/A 660 false N/A N/A N/A N/A N/A 661 false N/A N/A N/A N/A N/A 750 false N/A N/A N/A N/A N/A 751 false 500.N/A N/A N/A N/A N/A 752 false 20.500.N/A N/A N/A N/A N/A 813 false 500.N/A N/A N/A N/A N/A 814 false 500.N/A N/A N/A N/A N/A 822 false N/A N/A N/A N/A N/A 823 true 500.500.38.138 37.501. 824 true 500.500.34.150 35.501. 825 false 12.N/A N/A N/A N/A N/A826falseN/A N/A N/A N/A N/A 827 false N/A N/A N/A N/A N/A 828 false N/A N/A N/A N/A N/A 829 true 500.500.61.981 20.306.830 true 500.500.61.981 20.305. 831 false 109.N/A N/A N/A N/A N/A832true500.500.61.981 20.304. 833 false N/A N/A N/A N/A N/A834falseN/A N/A N/A N/A N/A 835 true 500.500.61.981 20.303. 836 true 500.500.61.981 20.303. 837 true 500.500.62.981 20.302. 838 false N/A N/A N/A N/A N/A840true500.500.62.981 20.306. 841 false N/A N/A N/A N/A N/A 842 false N/A N/A N/A N/A N/A 843 false N/A N/A N/A N/A N/A 844 false 500.N/A N/A N/A N/A N/A 845 false 500.N/A N/A N/A N/A N/A846false500.N/A N/A N/A N/A N/A 847 false 500.N/A N/A N/A N/A N/A 848 false 500.N/A N/A N/A N/A N/A849false500.N/A N/A N/A N/A N/A 850 false N/A N/A N/A N/A N/A 851 true 500.500.72.981 36.501. 852 true 500.500.72.981 36.42 501. 853 false N/A N/A N/A N/A N/A 901 false 500.N/A N/A N/A N/A N/A 906 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:44:35 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 14 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)rei Junction Pressure (gpm)Total rei (psi) Flow Total Needed Flow (psi)Needed 917 false 500.N/A N/A N/A N/A N/A 9811 false 1 ,500.N/A N/A N/A N/A N/A 9821 false 500.N/A N/A N/A N/A N/A Title: INITIAL RUN w:\...\2026 scenario well 6 off.wcd 01/17/07 12:44:35 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 15 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 558.Zone Demand COMMERCIAL 776.94. 558.Zone Demand 10.COMMERCIAL 10.777.94. 556.Zone Demand RESIDENTIAL 777.95. 557.Zone Demand 1.49 COMMERCIAL 1.49 778.95.45 559.Zone Demand COMMERCIAL 778.94. 558.Zone Demand RESIDENTIAL 778.47 95. 557.Zone Demand COMMERCIAL 778.47 95. 557.Zone Demand 103.IRRIGATION 103.778.95. 555.Zone Demand COMMERCIAL 778.48 96. 550.Zone Demand 10.Composite 10.778.48 98. 554.Zone Demand COMMERCIAL 778.96. 556.Zone Demand 10.RESIDENTIAL 10.778.96. 557.Zone Demand 16.RESIDENTIAL 16.778.95. 555.Zone Demand Composite 778.96.49 558.Zone Demand RESIDENTIAL 778.95.47 552.Zone Demand 11.RESIDENTIAL 11.778.98. 555.Zone Demand RESIDENTIAL 778.96. 554.Zone Demand RESIDENTIAL 778.96. 552.Zone Demand 9.44 Composite 9.44 778.98. 553.Zone Demand COMMERCIAL 778.97. 554.Zone Demand RESIDENTIAL 778.97. 553.Zone Demand Composite 778.97.48 557.Zone Demand 12.RESIDENTIAL 12.778.95. 553.Zone Demand Composite 778.97. 556.Zone Demand RESIDENTIAL 778.96.40 554.Zone Demand RESIDENTIAL 778.97. 555.Zone Demand RESIDENTIAL 778.96. 558.Zone Demand 15.RESIDENTIAL 15.778.95. 556.Zone Demand 13.RESIDENTIAL 13.778.96.45 579.Zone Demand RESIDENTIAL 779.86.43 581.Zone Demand RESIDENTIAL 779.85. 585.Zone Demand 12.RESIDENTIAL 12.779.83. 595.Zone Demand RESIDENTIAL 779.79. 596.Zone Demand RESIDENTIAL 779.79. 597.Zone Demand 11.RESIDENTIAL 11.779.78. 604.Zone Demand RESIDENTIAL 779.75. 601.Zone Demand RESIDENTIAL 779.77. 603.Zone Demand RESIDENTIAL 779.76. 591.Zone Demand RESIDENTIAL 779.81. 592.Zone Demand RESIDENTIAL 779.81. 591.Zone Demand RESIDENTIAL 779.48 81. 590.Zone Demand RESIDENTIAL 779.81. 581.Zone Demand COMMERCIAL 779.85. 590.Zone Demand RESIDENTIAL 779.41 81. 594.Zone Demand RESIDENTIAL 779.46 80. 602.Zone Demand RESIDENTIAL 779.49 76. 596.Zone Demand RESIDENTIAL 779.48 79. 593.Zone Demand RESIDENTIAL 779.48 80.46 601.Zone Demand RESIDENTIAL 779.77. 603.Zone Demand RESIDENTIAL 779.76.40 606.Zone Demand RESIDENTIAL 779.75. 609.Zone Demand RESIDENTIAL 779.73.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 605.Zone Demand RESIDENTIAL 780.75. 604.Zone Demand RESIDENTIAL 780.76. 607.Zone Demand RESIDENTIAL 779.74. 608.Zone Demand RESIDENTIAL 779.74. 610.Zone Demand 21.40 RESIDENTIAL 21.40 779.73. 606.Zone Demand RESIDENTIAL 779.75. 618.Zone Demand RESIDENTIAL 779.69. 615.Zone Demand Composite 779.71. 604.Zone Demand 10.RESIDENTIAL 10.779.75. 600.Zone Demand 10.RESIDENTIAL 10.779.77. 597.Zone Demand 10.RESIDENTIAL 10.779.78. 595.Zone Demand RESIDENTIAL 779.79. 595.Zone Demand 13.RESIDENTIAL 13.779.79. 604.Zone Demand 15.RESIDENTIAL 15.779.75. 604.Zone Demand RESIDENTIAL 779.75. 603.Zone Demand 29.RESIDENTIAL 29.779.76. 585.Zone Demand 23.RESIDENTIAL 23.779.84. 587.Zone Demand RESIDENTIAL 779.83. 600.Zone Demand 19.46 RESIDENTIAL 19.46 779.77. 602.Zone Demand RESIDENTIAL 779.76. 589.Zone Demand RESIDENTIAL 779.82. 617.Zone Demand RESIDENTIAL 781.71. 606.Zone Demand RESIDENTIAL 780.75. 611.Zone Demand RESIDENTIAL 779.73. 617.Zone Demand RESIDENTIAL 780.70. 618.Zone Demand RESIDENTIAL 780.70. 616.Zone Demand 10.RESIDENTIAL 10.780.42 70. 613.Zone Demand RESIDENTIAL 780.45 72. 607.Zone Demand RESIDENTIAL 780.74. 619.Zone Demand 11.RESIDENTIAL 11.780.69. 624.Zone Demand RESIDENTIAL 780.67. 626.Zone Demand RESIDENTIAL 785.45 68. 623.Zone Demand 12.RESIDENTIAL 12.785.70. 618.Zone Demand RESIDENTIAL 783.71. 618.Zone Demand RESIDENTIAL 783.71. 618.Zone Demand RESIDENTIAL 783., 71. 618.Zone Demand RESIDENTIAL 783.71. 616.Zone Demand RESIDENTIAL 783.72. 619.Zone Demand RESIDENTIAL 781.70. 619.Zone Demand RESIDENTIAL 781.70. 618.Zone Demand RESIDENTIAL 781.70. 619.Zone Demand 14.RESIDENTIAL 14.781.70. 621.Zone Demand Composite 786.71. 615.Zone Demand RESIDENTIAL 781.72. 612.Zone Demand RESIDENTIAL 781.73. 611.Zone Demand RESIDENTIAL 781.73. 100 609.Zone Demand Composite 781.74.45 101 610.Zone Demand RESIDENTIAL 781.74. 102 615.Zone Demand RESIDENTIAL 781.72. 103 615.Zone Demand RESIDENTIAL 781.72. 104 607.Zone Demand RESIDENTIAL 781.75. 105 603.Zone Demand RESIDENTIAL 781.77.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 1 06 593.Zone Demand 10.RESIDENTIAL 10.781.81. 107 612.Zone Demand 11.Composite 11.781.73. 108 612.Zone Demand RESIDENTIAL 781.73. 109 610.Zone Demand RESIDENTIAL 2,781.74. 110 610.Zone Demand RESIDENTIAL 781.74. 111 610.Zone Demand RESIDENTIAL 781.74. 112 614.Zone Demand RESIDENTIAL 781.72. 113 611.Zone Demand RESIDENTIAL 781.73. 114 617.Zone Demand RESIDENTIAL 781.71. 115 564.Zone Demand RESIDENTIAL 778.92. 116 620.Zone Demand RESIDENTIAL 785.71. 117 621.Zone Demand RESIDENTIAL 785.71. 118 579.Zone Demand RESIDENTIAL 778.86. 119 623.Zone Demand RESIDENTIAL 788.71 .42 120 624.Zone Demand RESIDENTIAL 788.70. 121 627.Zone Demand RESIDENTIAL 792.71. 122 618.Zone Demand RESIDENTIAL 786.72. 123 624.Zone Demand 13.RESIDENTIAL 13.786.69. 124 588.Zone Demand 12.COMMERCIAL 12.753.71. 125 623.Zone Demand 15.RESIDENTIAL 15.786.70. 126 620.Zone Demand RESIDENTIAL 786.71. 127 605.Zone Demand RESIDENTIAL 779.75. 128 619.Zone Demand RESIDENTIAL 781.70. 131 553.Zone Demand COMMERCIAL 778.97. 132 624.Zone Demand RESIDENTIAL 786.69. 133 564.Zone Demand 13.RESIDENTIAL 13.778.45 92. 134 558.Zone Demand 11.RESIDENTIAL 11.778.95.40 135 557.Zone Demand 29.COMMERCIAL 29.778.95. 136 626.Zone Demand RESIDENTIAL 788.69. 137 553.Zone Demand RESIDENTIAL 778.97.47 138 638.Zone Demal1d 11.RESIDENTIAL 11.792.66. 139 554.Zone Demand RESIDENTIAL 778.97. 140 554.Zone Demand COMMERCIAL 778.97. 141 554.Zone Demand RESIDENTIAL 778.97. 142 554.Zone Demand RESIDENTIAL 778.97. 143 610.Zone Demand RESIDENTIAL 779.73.42 144 611.Zone Demand RESIDENTIAL 779.72. 145 566.Zone Demand RESIDENTIAL 778.91. 146 563.Zone Demand RESIDENTIAL 777.92. 147 615.Zone Demand RESIDENTIAL 779.71. 148 623.Zone Demand 10.RESIDENTIAL 10.787.71. 149 621.Zone Demand 29.RESIDENTIAL 29.786.71. 150 620.Zone Demand RESIDENTIAL 788.72. 151 624.Zone Demand 12.RESIDENTIAL 12.788.70. 152 625.Zone Demand 13.RESIDENTIAL 13.788.70. 153 626.Zone Demand RESIDENTIAL 788.70. 154 561.Zone Demand 13.RESIDENTIAL 13.776.93. 155 556.Zone Demand 16.RESIDENTIAL 16.776.95. 156 556.Zone Demand RESIDENTIAL 776.95. 157 559.Zone Demand COMMERCIAL 776.93. 158 562.Zone Demand 25.Composite 25.776.92. 159 561.Zone Demand 20.RESIDENTIAL 20.43 776.93.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7;0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 160 560.Zone Demand Composite 775.93. 161 565.Zone Demand 13.RESIDENTIAL 13.776.91. 162 559.Zone Demand RESIDENTIAL 775.93. 163 558.Zone Demand Composite 775.93. 164 556.Zone Demand 15.RESIDENTIAL 15.775.46 94. 165 557.Zone Demand RESIDENTIAL 775.46 94. 166 555.Zone Demand RESIDENTIAL 775.95. 167 554.Zone Demand RESIDENTIAL 775.95. 168 553.Zone Demand Composite 775.95. 169 553.Zone Demand RESIDENTIAL 775.95. 170 554.Zone Demand Composite 775.95. 171 556.Zone Demand 17.Composite 17.775.94. 172 555.Zone Demand RESIDENTIAL 775.95. 173 556.Zone Demand Composite 775.94. 174 557.Zone Demand RESIDENTIAL 775.94.41 175 557.Zone Demand RESIDENTIAL 775.94.41 176 559.Zone Demand IRRIGATION 775.93. 177 559.Zone Demand 39.Composite 39.775.93.40 178 557.Zone Demand 10.RESIDENTIAL 10.775.94.49 179 559.Zone Demand 64.Composite 64.774.93. 180 553.Zone Demand RESIDENTIAL 774.95. 181 549.Zone Demand RESIDENTIAL 774.97. 182 550.Zone Demand RESIDENTIAL 774.97. 183 548.Zone Demand 10.RESIDENTIAL 10.774.98. 184 548.Zone Demand 3:89 RESIDENTIAL 774.98. 185 549.Zone Demand RESIDENTIAL 774.97. 186 547.Zone Demand RESIDENTIAL 774.98.45 187 546.Zone Demand RESIDENTIAL 774.98. 188 551.Zone Demand 10.RESIDENTIAL 10.774.96. 189 553.Zone Demand RESIDENTIAL 774.95. 190 553.Zone Demand RESIDENTIAL 774.95. 191 552.Zone Demand RESIDENTIAL 774.96. 192 552.Zone Demand Composite 774.96. 193 551.Zone Demand RESIDENTIAL 774.96. 194 553.Zone Demand RESIDENTIAL 774.95. 195 555.Zone Demand 66.47 Composite 66.47 774.95. 196 556.Zone Demand RESIDENTIAL 774.94. 197 551.Zone Demand 46.Composite 46.774.96. 198 553.Zone Demand RESIDENTIAL 774.95. 199 549.Zone Demand RESIDENTIAL 774.97. 200 616.Zone Demand Composite 779.70. 201 617.Zone Demand RESIDENTIAL 779.70. 202 601.Zone Demand RESIDENTIAL 778.77. 203 600.Zone Demand RESIDENTIAL 778.77.41 204 603.Zone Demand RESIDENTIAL 778.76. 205 603.Zone Demand RESIDENTIAL 778.75. 206 603.Zone Demand RESIDENTIAL 778.76. 207 603.Zone Demand RESIDENTIAL 778.75. 208 599.Zone Demand RESIDENTIAL 778.77. 209 577.Zone Demand RESIDENTIAL 779.87. 210 597.Zone Demand RESIDENTIAL 779.78. 211 597.Zone Demand RESIDENTIAL 779.78.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 212 591.Zone Demand RESIDENTIAL 779.81. 213 592.Zone Dernand RESIDENTIAL 779.81. 214 587.Zone Demand RESIDENTIAL 779.83. 215 552.Zone Demand 11.RESIDENTIAL 11.778.98. 216 553.Zone Demand RESIDENTIAL 778.97. 217 553.Zone Demand 15.RESIDENTIAL 15.778.97.48 218 554.Zone Demand COMMERCIAL 778.97. 219 554.Zone Demand 24.IRRIGATION 24.778.97. 220 557.Zone Demand RESIDENTIAL 778.96. 221 563.Zone Demand RESIDENTIAL 779.93. 222 564.Zone Demand RESIDENTIAL 779.92. 223 564.Zone Demand 0.49 COMMERCIAL 0.49 779.92. 224 561.Zone Demand RESIDENTIAL 779.94. 225 562.Zone Demand COMMERCIAL 778.93. 226 561.Zone Demand RESIDENTIAL 778.43 94. 227 565.Zone Demand 17.RESIDENTIAL 17.776.91. 228 566.Zone Demand 12.RESIDENTIAL 12.775.90. 229 568.Zone Demand RESIDENTIAL 775.89. 230 569.Zone Demand 10.RESIDENTIAL 10.775.89. 231 558.Zone Demand RESIDENTIAL 774.93. 232 565.Zone Demand 16.Composite 16.775.91. 233 565.Zone Demand Composite 775.90. 234 565.Zone Demand 12.COMMERCIAL 12.786.95. 235 603.Zone Demand Fixed 778.76. 236 613.Zone Demand 114.RESIDENTIAL 114.778.71. 237 565.Zone Demand IRRIGATION 784.94. 238 568.Zone Demand Composite 778.90. 239 569.Zone Demand RESIDENTIAL 778.90. 240 569.Zone Demand 26.IRRIGATION 26.777.89. 241 583.Zone Demand RESIDENTIAL 777.84. 242 570.Zone Demand RESIDENTIAL 775.88. 243 568.Zone Demand RESIDENTIAL 774.89. 244 566.Zone Demand 11.RESIDENTIAL 11.773.48 89. 245 564.Zone Demand RESIDENTIAL 774.90. 246 569.Zone Demand RESIDENTIAL 773.88. 247 572.Zone Demand RESIDENTIAL 760.81. 248 571.Zone Demand RESIDENTIAL 773.87. 249 570.Zone Demand RESIDENTIAL 773.88. 250 571.Zone Demand Composite 772.87. 251 573.Zone Demand RESIDENTIAL 771.85. 252 570.Zone Demand IRRIGATION 772.87. 253 571.Zone Demand RESIDENTIAL 772.87. 254 573.Zone Demand RESIDENTIAL 771.85. 255 573.Zone Demand RESIDENTIAL 771.85. 256 577.Zone Demand COMMERCIAL 770.83. 257 628.Zone Demand RESIDENTIAL 794.72. 258 639.Zone Demand RESIDENTIAL 798.68. 259 638.Zone Demand RESIDENTIAL 798.69.47 260 635.Zone Demand RESIDENTIAL 798.70. 261 633.Zone Demand RESIDENTIAL 798.71. 262 634.Zone Demand RESIDENTIAL 798.71. 263 625.Zone Demand RESIDENTIAL 798.75.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 264 634.Zone Demand RESIDENTIAL 798.71. 265 633.Zone Demand RESIDENTIAL 798.71. 266 635.Zone Demand 16.RESIDENTIAL 16.798.70. 267 636.Zone Demand RESIDENTIAL 798.70.47 268 632.Zone Demand 14.RESIDENTIAL 14.799.72. 269 633.Zone Demand RESIDENTIAL 800.72. 270 630.Zone Demand 11.RESIDENTIAL 11.800.73. 271 632.Zone Demand 2.46 Composite 2.46 800.72. 272 638.Zone Demand RESIDENTIAL 800.70. 273 634.Zone Demand RESIDENTIAL 800.71. 274 634.Zone Demand RESIDENTIAL 800.71. 275 635.Zone Demand 10.RESIDENTIAL 10.800.71.48 276 635.Zone Demand 14.RESIDENTIAL 14.800.71. 277 636.Zone Demand 17.RESIDENTIAL 17.800.71. 278 641.Zone Demand 19.47 RESIDENTIAL 19.47 800.41 68. 279 638.Zone Demand 4.46 Composite 4.46 800.70. 280 639.Zone Demand RESIDENTIAL 801.70. 281 653.Zone Demand Composite 820.72. 282 644.Zone Demand 11.RESIDENTIAL 11.821.76. 283 640.Zone Demand Composite 821.78. 284 638.Zone Demand RESIDENTIAL 821.79. 285 636.Zone Demand Fixed 821.80. 286 635.Zone Demand RESIDENTIAL 821.80. 287 639.Zone Demand 10.RESIDENTIAL 10.821.79. 288 637.Zone Demand 15.RESIDENTIAL 15.821.79. 289 644.Zone Demand RESIDENTIAL 821.76. 290 647.Zone Demand RESIDENTIAL 821.75. 291 643.Zone Demand RESIDENTIAL 821.77. 292 654.Zone Demand RESIDENTIAL 821.72. 293 654.Zone Demand Composite 822.72. 294 667.Zone Demand IRRIGATION 836.73. 295 565.Zone Demand COMMERCIAL 784.94. 296 667.Zone Demand RESIDENTIAL 836.73. 297 667.Zone Demand RESIDENTIAL 836.73. 298 665.Zone Demand RESIDENTIAL 840.75. 299 670.Zone Demand RESIDENTIAL 841.74. 300 670.Zone Demand RESIDENTIAL 841.74. 301 664.Zone Demand RESIDENTIAL 843.77. 302 664.Zone Demand RESIDENTIAL 841.76.40 303 667.Zone Demand RESIDENTIAL 845.77. 304 670.Zone Demand RESIDENTIAL 845.75. 305 667.Zone Demand 14.RESIDENTIAL 14.847.78. 306 665.Zone Demand 15.RESIDENTIAL 15.850.80. 307 664.Zone Demand 10.RESIDENTIAL 10.854.82. 308 670.Zone Demand 10.RESIDENTIAL 10.854.79. 309 660.Zone Demand 16.RESIDENTIAL 16.857.85. 310 662.Zone Demand 25.RESIDENTIAL 25.859.85. 311 665.Zone Demand RESIDENTIAL 840.75. 312 655.Zone Demand 274.Composite 274.854.86.44 313 652.Zone Demand RESIDENTIAL 856.88. 314 660.Zone Demand RESIDENTIAL 841.78. 315 645.Zone Demand RESIDENTIAL 864.94.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 316 643.Zone Demand RESIDENTIAL 750.46.44317631.Zone Demand RESIDENTIAL 780.64.318 577.Zone Demand 14.RESIDENTIAL 14.778.87.319 566.Zone Demand 34.Composite 34.778.91.320 563.Zone Demand RESIDENTIAL 777.92.321 647.Zone Demand 18.48 RESIDENTIAL 18.48 862.93.322 592.Zone Demand RESIDENTIAL 748.49 67.323 572.Zone Demand 12.RESIDENTIAL 12.759.81.325 645.Zone Demand RESIDENTIAL 865.94.326 565.Zone Demand RESIDENTIAL 774.90.327 565.Zone Demand RESIDENTIAL 774.90.328 565.Zone Demand RESIDENTIAL 774.90.48329565.Zone Demand RESIDENTIAL 773.90.330 565.Zone Demand RESIDENTIAL 773.90.331 566.Zone Demand RESIDENTIAL 773;50 89.332 568.Zone Demand 10.RESIDENTIAL 10.771.87.333 569.Zone Demand Composite 771.87.42334571.Zone Demand 10.RESIDENTIAL 10.771.86.335 572.Zone Demand RESIDENTIAL 771.99 86.571.Zone Demand RESIDENTIAL 771.86.337 571.Zone Demand RESIDENTIAL 770.86.338 572.Zone Demand RESIDENTIAL 770.85.339 573.Zone Demand RESIDENTIAL 770.85.340 572.Zone Demand RESIDENTIAL 771.41 86.341 571.Zone Demand RESIDENTIAL 767.85.342 572.Zone Demand RESIDENTIAL 767.84.343 570.Zone Demand RESIDENTIAL 765.84.344 573.Zone Demand RESIDENTIAL 761.81.345 572.Zone Demand 15.Composite 15.760.81.59346632.Zone Demand 6.43 Composite 6.43 821.82.347 630.Zone Demand RESIDENTIAL 821.82.348 630.Zone Demand 17.RESIDENTIAL 17.821.82.349 633.Zone Demand RESIDENTIAL 821.81.350 638.Zone Demand RESIDENTIAL 821.79.351 640.Zone Demand RESIDENTIAL 821.78.352 640.Zone Demand 17.RESIDENTIAL 17.821.78.353 680.Zone Demand RESIDENTIAL 854.75.354 695.Zone Demand 12.RESIDENTIAL 12.854.68.355 682.Zone Demand RESIDENTIAL 854.74.356 678.Zone Demand RESIDENTIAL 854.76.357 700.Zone Demand 11.RESIDENTIAL 11.854.66.358 699.Zone Demand RESIDENTIAL 836.59.359 701.Zone Demand RESIDENTIAL 836.58.48360717.Zone Demand RESIDENTIAL 836.51.361 552.Zone Demand RESIDENTIAL 774.96.364 554.Zone Demand COMMERCIAL 778.97.365 554.Zone Demand COMMERCIAL 778.97.366 554.Zone Demand COMMERCIAL 778.97.367 550.Zone Demand COMMERCIAL 778.98.368 580.Zone Demand IRRIGATION 777.85.48369550.Zone Demand COMMERCIAL 778.43 98.370 578.Zone Demand RESIDENTIAL 777.86.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gprn)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 371 554.Zone Demand 19.COMMERCIAL 19.778.46 97. 372 555.Zone Demand IRRIGATION 778.48 96. 373 556.Zone Demand COMMERCIAL 778.48 96. 374 556.Zone Demand RESIDENTIAL 778.48 96. 375 550.Zone Demand'COMMERCIAL 778.98. 376 549.Zone Demand 15.COMMERCIAL 15.778.49 99. 377 549.Zone Demand RESIDENTIAL 778.49 99. 378 550.Zone Demand 12.40 COMMERCIAL 12.40 778.49 98. 379 549.Zone Demand RESIDENTIAL 778.99. 380 589.Zone Demand 13.COMMERCIAL 13.779.82. 381 593.Zone Demand COMMERCIAL 779.80. 382 547.Zone Demand RESIDENTIAL 778.99. 383 548.Zone Demand RESIDENTIAL 778.99. 384 548.Zone Demand COMMERCIAL 778.99. 385 557.Zone Demand COMMERCIAL 779.96. 386 556.Zone Demand 17.COMMERCIAL 17.778.96. 387 556.Zone Demand Composite 778.96. 388 559.Zone Demand RESIDENTIAL 779.95. 389 554.Zone Demand RESIDENTIAL 779.97.46 390 553.Zone Demand 10.Composite 10.779.97. 391 555.Zone Demand RESIDENTIAL 779.97. 392 554.Zone Demand COMMERCIAL 779.97.46 393 552.Zone Demand 10.Composite 10.779.98. 394 557.Zone Demand RESIDENTIAL 779.96. 395 558.Zone Demand COMMERCIAL 779.95. 396 560.Zone Demand RESIDENTIAL 779.94. 397 560.Zone Demand 10.42 Composite 10.42 779.94. 398 552.Zone Demand RESIDENTIAL 779.41 98. 399 554.Zone Demand 18.48 RESIDENTIAL 18.48 779.97. 400 556.Zone Demand 13.43 Composite 13.43 779.96. 401 559.Zone Demand RESIDENTIAL 779.95. 402 555.Zone Demand 2.47 COMMERCIAL 2.47 779.97. 403 555.Zone Demand RESIDENTIAL 779.97. 404 562.Zone Demand 0.42 COMMERCIAL 0.42 780.94. 405 567.Zone Demand COMMERCIAL 780.43 92. 406 553.Zone Demand RESIDENTIAL 779.97. 407 563.Zone Demand RESIDENTIAL 780.94. 408 565.Zone Demand RESIDENTIAL 778.92. 409 558.Zone Demand RESIDENTIAL 779.95. 410 627.Zone Demand 10.RESIDENTIAL 10.780.66. 411 621.Zone Demand Composite 780.68. 412 602.Zone Demand 12.RESIDENTIAL 12.779.76. 413 599.Zone Demand RESIDENTIAL 779.78. 414 716.Zone Demand RESIDENTIAL 854.59. 415 718.Zone Demand Composite 854.58. 416 733.Zone Demand RESIDENTIAL 854.52.42 417 722.Zone Demand RESIDENTIAL 854.57. 418 559.Zone Demand 10.RESIDENTIAL 10.774.93. 419 560.Zone Demand RESIDENTIAL 774.92. 420 573.Zone Demand 12.RESIDENTIAL 12.774.86. 421 574.Zone Demand 15.Composite 15.774.86. 422 573.Zone Demand RESIDENTIAL 774.87.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 423 565.Zone Demand RESIDENTIAL 774.90. 424 566.Zone Demand RESIDENTIAL 774.90. 425 578.Zone Demand RESIDENTIAL 778.86. 426 578.Zone Demand RESIDENTIAL 778.86. 427 579.Zone Demand RESIDENTIAL 777.44 85. 428 579.Zone Demand COMMERCIAL 777.85. 429 576.Zone Demand RESIDENTIAL 777.87. 430 576.Zone Demand RESIDENTIAL 777.87. 431 576.Zone Demand COMMERCIAL 777.86. 432 576.Zone Demand COMMERCIAL 777.86. 433 572.Zone Demand COMMERCIAL 777.88. 434 572.Zone Demand Composite 777.88. 435 578.Zone Demand RESIDENTIAL 777.86. 436 579.Zone Demand RESIDENTIAL 777.85. 437 578.Zone Demand RESIDENTIAL 777.86. 438 579.Zone Demand RESIDENTIAL 777.85. 439 580.Zone Demand RESIDENTIAL 777.85. 440 580.Zone Demand Composite 777.85.47 441 554.Zone Demand 11.IRRIGATION 11.778.97. 442 592.Zone Demand RESIDENTIAL 779.80. 443 556.Zone Demand RESIDENTIAL 778.96. 444 554.Zone Demand COMMERCIAL 778.97. 445 554.Zone Demand IRRIGATION 778.97. 446 555.Zone Demand IRRIGATION 778.96. 447 556.Zone Demand RESIDENTIAL 778.96.40 448 555.Zone Demand RESIDENTIAL 778.96. 449 554.Zone Demand COMMERCIAL 778.97. 450 556.Zone Demand RESIDENTIAL 778.96.40 451 556.Zone Demand RESIDENTIAL 778.96.41 452 556.Zone Demand RESIDENTIAL 778.96.42 453 556.Zone Demand COMMERCIAL 778.96. 454 557.Zone Demand RESIDENTIAL 778.96. 455 557.Zone Demand RESIDENTIAL 778.96. 456 558.Zone Demand IRRIGATION 778.95. 457 558.Zone Demand RESIDENTIAL 778.95. 458 558.Zone Demand RESIDENTIAL 778.95. 459 557.Zone Demand COMMERCIAL 778.95. 460 556.Zone Demand COMMERCIAL 778.96. 461 556.Zone Demand RESIDENTIAL 778.96.40 462 556.Zone Demand RESIDENTIAL 778.96.41 463 557.Zone Demand RESIDENTIAL 778.95. 464 557.Zone Demand IRRIGATION 778.95. 465 556.Zone Demand RESIDENTIAL 778.96. 466 557.Zone Demand RESIDENTIAL 778.95. 467 558.Zone Demand RESIDENTIAL 778.95. 468 558.Zone Demand COMMERCIAL 778.95. 469 557.Zone Demand COMMERCIAL 778.95. 470 558.Zone Demand COMMERCIAL 778.95. 471 554.Zone Demand RESIDENTIAL 779.97. 472 554.Zone Demand RESIDENTIAL 779.97. 473 555.Zone Demand RESIDENTIAL 779.96. 474 559.Zone Demand RESIDENTIAL 778.94.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 475 558.Zone Demand RESIDENTIAL 778.95. 476 553.Zone Demand COMMERCIAL 778.97. 477 553.Zone Demand RESIDENTIAL 779.97. 478 555.Zone Demand RESIDENTIAL 779.96. 479 553.Zone Demand RESIDENTIAL 779.97. 480 553.Zone Demand RESIDENTIAL 779.97. 481 555.Zone Demand RESIDENTIAL 779.96. 482 552.Zone Demand RESIDENTIAL 779.98. 483 554.Zone Demand RESIDENTIAL 779.97. 484 554.Zone Demand RESIDENTIAL 779.97. J-485 554.Zone Demand RESIDENTIAL 779.97. 486 554.Zone Demand RESIDENTIAL 779.97. 487 552.Zone Demand RESIDENTIAL 779.98. 488 552.Zone Demand RESIDENTIAL 779.98. 489 561.Zone Demand RESIDENTIAL 774.92. 490 565.Zone Demand RESIDENTIAL 774.90.47 491 565.Zone Demand RESIDENTIAL 774.90.47 492 569.Zone Demand RESIDENTIAL 774.41 88. 493 570.Zone Demand RESIDENTIAL 774.41 88.44 494 575.Zone Demand RESIDENTIAL 774.85. 495 639.Zone Demand RESIDENTIAL 821.78. 496 628.Zone Demand RESIDENTIAL 821.47 83.49 497 628.Zone Demand 56.RESIDENTIAL 56.821.83.49 498 628.Zone Demand 12.RESIDENTIAL 12.821.83. 499 628.Zone Demand RESIDENTIAL 821.46 83. 500 625.Zone Demand RESIDENTIAL 821.46 84. 501 613.Zone Demand 11.RESIDENTIAL 11.821.45 89. 502 612.Zone Demand 15.IRRIGATION 15.821.45 90.40 503 616.Zone Demand RESIDENTIAL 821.46 88. 504 587.Zone Demand RESIDENTIAL 779.83. 505 587.Zone Demand COMMERCIAL 779.83. 506 584.Zone Demand RESIDENTIAL 779.84. 507 618.Zone Demand RESIDENTIAL 779.69. 508 592.Zone Demand 11.RESIDENTIAL 11.779.44 81.1 0 509 588.Zone Demand RESIDENTIAL 779.44 82. 510 594.Zone Demand RESIDENTIAL 779.44 80. 511 594.Zone Demand 12.RESIDENTIAL 12.779.80. 512 595.Zone Demand RESIDENTIAL 779.79. 513 612.Zone Demand RESIDENTIAL 779.72. 514 601.Zone Demand RESIDENTIAL 779.77. 515 593.Zone Demand RESIDENTIAL 779.80. 516 612.Zone Demand RESIDENTIAL 779.72. 517 589.Zone Demand RESIDENTIAL 779.82.46 518 603.Zone Demand RESIDENTIAL 779.76.41 519 604.Zone Demand RESIDENTIAL 779.75. 520 604.Zone Demand RESIDENTIAL 779.75. 521 616.Zone Demand RESIDENTIAL 779.70. 522 575.Zone Demand RESIDENTIAL 761.80. 523 578.Zone Demand Composite 761.79. 524 574.Zone Demand 16.IRRIGATION 16.760.80. 525 559.Zone Demand RESIDENTIAL 774.93. 527 572.Zone Demand RESIDENTIAL 774.87.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 528 590.Zone Demand RESIDENTIAL 779.81. 529 546.Zone Demand 12.RESIDENTIAL 12.774.98. 530 552.Zone Demand RESIDENTIAL 774.96. 531 579.Zone Demand RESIDENTIAL 778.86.47 532 572.Zone Demand RESIDENTIAL 778.89. 533 572.Zone Demand RESIDENTIAL 778.89. 534 572.Zone Demand RESIDENTIAL 777.88. 535 572.Zone Demand RESIDENTIAL 777.89. 536 571.Zone Demand RESIDENTIAL 777.89. 537 569.Zone Demand 56.RESIDENTIAL 56.776.89. 538 571.Zone Demand RESIDENTIAL 777.89. 539 572.Zone Demand RESIDENTIAL 777.89. 540 571.Zone Demand RESIDENTIAL 778.89. 541 572.Zone Demand RESIDENTIAL 778.89. 542 572.Zone Demand 13.RESIDENTIAL 13.778.89. 543 553.Zone Demand Composite 778.47 97. 544 554.Zone Demand Composite 778.46 97. 546 555.Zone Demand RESIDENTIAL 778.46 96. 547 558.Zone Demand 13.Composite 13.778.95. 548 559.Zone Demand RESIDENTIAL 778.95. 549 559.Zone Demand IRRIGATION 778.94. 550 559.Zone Demand RESIDENTIAL 778.94. 551 559.Zone Demand RESIDENTIAL 778.94. 552 559.Zone Demand RESIDENTIAL 778.94. 553 557.Zone Demand 24.RESIDENTIAL 24.778.95. 554 557.Zone Demand 19.46 RESIDENTIAL 19.46 778.95. 555 558.Zone Demand 10.RESIDENTIAL 10.778.95. 556 559.Zone Demand 15.Composite 15.778.95. 557 560.Zone Demand RESIDENTIAL 778.94. 558 561.Zone Demand 19.Composite 19.778.94. 559 559.Zone Demand 15.RESIDENTIAL 15.778.95. 560 558.Zone Demand 12.Composite 12.778.95. 561 557.Zone Demand RESIDENTIAL 778.95. 562 558.Zone Demand RESIDENTIAL 778.95. 563 557.Zone Demand RESIDENTIAL 778.95. 564 557.Zone Demand RESIDENTIAL 778.95. 565 560.Zone Demand RESIDENTIAL 778.94. 566 558.Zone Demand RESIDENTIAL 778.95. 567 556.Zone Demand COMMERCIAL 779.96. 568 615.Zone Demand 22.RESIDENTIAL 22.40 821.46 89. 569 595.Zone Demand RESIDENTIAL 821.45 97. 570 597.Zone Demand 22.RESIDENTIAL 22.40 821.45 96. 571 659.Zone Demand 22.RESIDENTIAL 22.840.78. 572 643.Zone Demand 12.RESIDENTIAL 12.840.85. 573 643.Zone Demand RESIDENTIAL 840.85. 574 644.Zone Demand RESIDENTIAL 840.85. 575 643.Zone Demand RESIDENTIAL 840.85. 576 661.Zone Demand 12.RESIDENTIAL 12.841.77. 577 649.Zone Demand 16.RESIDENTIAL 16.840.83. 578 649.Zone Demand RESIDENTIAL 840.83. 579 642.Zone Demand 14.RESIDENTIAL 14.840.86. 580 645.Zone Demand RESIDENTIAL 840.84.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gprn)(ft) 581 643.Zone Demand RESIDENTIAL 840.85.43 582 643.Zone Demand RESIDENTIAL 840.85.43 583 648.Zone Demand RESIDENTIAL 840.83.48 584 654.Zone Demand RESIDENTIAL 840.80. 585 652.Zone Demand RESIDENTIAL 840.81. 586 650.Zone Demand RESIDENTIAL 840.82.42 587 652.Zone Demand RESIDENTIAL 805.49 66.41 588 583.Zone Demand RESIDENTIAL 777.84. 589 576.Zone Demand COMMERCIAL 777.86. 590 574.Zone Demand RESIDENTIAL 777.26 87. 591 579.Zone Demand COMMERCIAL 777.85. 592 578.Zone Demand Composite 777.86.43 593 579.Zone Demand 77.IRRIGATION 77.777.41 85. 594 578.Zone Demand RESIDENTIAL 777.45 86. 595 578.Zone Demand RESIDENTIAL 776.86. 596 578.Zone Demand RESIDENTIAL 776.86. 597 578.Zone Demand RESIDENTIAL 776.85. 598 577.Zone Demand RESIDENTIAL 776.86. 599 576.Zone Demand RESIDENTIAL 776.86. 600 576.Zone Demand RESIDENTIAL 776.86. 601 577.Zone Demand COMMERCIAL 776.86. 602 577.Zone Demand COMMERCIAL 776.86. 603 575.Zone Demand RESIDENTIAL 776.86. 604 577.Zone Demand RESIDENTIAL 776.86. 605 578.Zone Demand COMMERCIAL 775.85. 606 578.Zone Demand RESIDENTIAL 775.85. 607 572.Zone Demand COMMERCIAL 772.86. 608 575.Zone Demand RESIDENTIAL 772.85.42 609 575.Zone Demand RESIDENTIAL 772.85.42 610 577.Zone Demand RESIDENTIAL 771.84. 611 577.Zone Demand RESIDENTIAL 771.83. 612 577.Zone Demand RESIDENTIAL 771.40 83. 613 577.Zone Demand RESIDENTIAL 771.40 83. 614 577.Zone Demand 21.Composite 21.771.83. 615 578.Zone Demand COMMERCIAL 771.83. 616 580.Zone Demand 21.Composite 21.770.82. 617 562.Zone Demand RESIDENTIAL 781.95. 618 562.Zone Demand 23.Composite 23.781.95 95. 619 562.Zone Demand RESIDENTIAL 781.95. 620 566.Zone Demand RESIDENTIAL 783.94. 621 566.Zone Demand COMMERCIAL 784.94. 622 566.Zone Demand RESIDENTIAL 784.94. 623 567.Zone Demand 23.Composite 23.784.93. 624 567.Zone Demand RESIDENTIAL 784.94. 625 567.Zone Demand RESIDENTIAL 784.94. 628 569.Zone Demand 23.Composite 23.784.93. 636 578.Zone Demand RESIDENTIAL 778.86. 637 558.Zone Demand 13.RESIDENTIAL 13.774.93. 638 559.Zone Demand 29.RESIDENTIAL 29.2.,774.93. 639 556.Zone Demand 34.46 Composite 34.46 774.94. 640 564.Zone Demand 56.RESIDENTIAL 56.776.91. 650 610.Zone Demand 22.RESIDENTIAL 22.780.73.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:01 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gprn)(ft) 651 553.Zone Demand 12.RESIDENTIAL 12.778.97.48653627.Zone Demand 16.RESIDENTIAL 16.788.69. 654 682.Zone Demand 21.40 RESIDENTIAL 21.40 854.74.49 655 680.Zone Demand 18.RESIDENTIAL 18.48 854.75. 656 693.Zone Demand 23.RESIDENTIAL 23.854.69. 657 563.Zone Demand 16.RESIDENTIAL 16.54 775.92. 658 598.Zone Demand RESIDENTIAL 779.78. 659 638.Zone Demand RESIDENTIAL 753.50.660 640.Zone Demand COMMERCIAL 753.49. 661 641.Zone Demand RESIDENTIAL 753.48. 750 652.Zone Demand RESIDENTIAL 856.88. 751 571.Zone Demand RESIDENTIAL 765.84. 752 567.Zone Demand 20.COMMERCIAL 20.781.92. 813 565.Zone Demand Fixed 775.90. 814 560.Zone Demand Fixed 774.92. 822 615.Zone Demand Fixed 779.71. 823 636.Zone Demand Fixed 792.67. 824 621.Zone Demand Fixed 788.72. 825 609.Zone Demand 12.COMMERCIAL 12.763.67. 826 579.Zone Demand Fixed 777.45 85. 827 579.Zone Demand Fixed 777.85.828 585.Zone Demand Fixed 777.83. 829 585.Zone Demand Fixed 777.83. 830 585.Zone Demand Fixed 777.83. 831 585.Zone Demand 109.Fixed 109.777.83. 832 585.Zone Demand Fixed 777.83. 833 585.Zone Demand Fixed 777.83.834 585.Zone Demand Fixed 777.83. 835 585.Zone Demand Fixed 777.83.836 585.Zone Demand Fixed 777.83. 837 585.Zone Demand Fixed 777.83.838 585.Zone Demand Fixed 777.83. 840 585.Zone Demand Fixed 777.83. 841 564.Zone Demand Fixed 776.91. 842 552.Zone Demand Fixed 774.96. 843 560.Zone Demand Fixed 775.93.844 663.Zone Demand RESIDENTIAL 831.72. 845 664.Zone Demand Fixed 833.72. 846 665.Zone Demand Fixed 834.73. 847 661.Zone Demand RESIDENTIAL 831.73. 848 664.Zone Demand RESIDENTIAL 833.72. 849 665.Zone Demand RESIDENTIAL 834.73. 850 567.Zone Demand Fixed 785.94. 851 574.Zone Demand Fixed 771.85.49 852 574.Zone Demand Fixed 771.85.49853575.Zone Demand Fixed 771.85. 901 591.Zone Demand Fixed 779.81. 906 553.Zone Demand COMMERCIAL 774.95.917 625.Zone Demand Fixed 781.67. 981 640.Zone Demand Fixed 742.42 44.982 644.Zone Demand Fixed 750.45. Title: INITIAL RUN w:\...\2026 scenario well 6 off.wcd 01/17/07 12:45:01 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 13 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 370.PVC Open 312.777.776. 266.PVC Open 777.777. 365.PVC Open 323.778.777. 357.PVC Open 204.44 1.30 778.43 778. 369.PVC Open 72.0.46 778.778.43 223.PVC Open 778.778.47 358.PVC Open 73.0.47 778.778.47 530.PVC Open 49.47 778.778. 320.PVC Open 10.778.778. 680.PVC Open 99.778.778. 314.PVC Open 127.778.778. 520.PVC Open 56.778.778. 660.PVC Open 59.778.778. 130.PVC Open 778.778. 770.PVC Open 16.44 778.778. 446.PVC Open 81.47 778.778. 380.PVC Open 109.778.778. 270.PVC Open 32.778.778. 440.PVC Open 29.778.778. 83.PVC Open 778.778. 72.PVC Open 27.778.778. 572.PVC Open 45.778.778. 195.PVC Open 48.778.778. 826.PVC Open 14.778.778. 368.PVC Open 72.0.46 778.778. 282.PVC Open 92.40 778.778. 228.PVC Open 107.778.778. 603.PVC Open 63.0.41 778.778. 340.PVC Open 46.41 778.778. 560.PVC Open 778.778. 249.PVC Open 148.778.778.0.47 660.PVC Open 160.779.778. 400.PVC Open 779.779. 171.PVC Open 168.779.779. 375.PVC Open 136.779.779.0.40 180.PVC Open 10.779.779. 318.PVC Open 11.779.779. 310.PVC Open 779.779. 238.PVC Open 33.779.49 779. 250.Asbesto Open 18.779.48 779.49 164.PVC Open 779.48 779.48 64.PVC Open 78.778.778. 80.PVC Open 272.779.779.1.45 479.PVC Open 58.779.779. 70.PVC Open 97.779.779.48 61.PVC Open 42.778.778. 451.PVC Open 84.48 779.48 779.41 172.PVC Open 136.779.41 779.0.40 149.PVC Open 56.779.41 779.46 390.Asbesto Open 24.779.48 779.46 250.Asbesto Open 35.0.40 779.46 779.49Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00j01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 390.Asbesto Open 779.49 779.49 261.Asbesto Open 17.779.49 779.48 211.Asbesto Open 779.48 779.48 330.Asbesto Open 779.48 779.48 352.PVC Open 52.49 779.49 779. 330.PVC Open 43.46 0.49 779.779. 220.PVC Open 104.779.779. 444.PVC Open 779.779. 31.PVC Open 119.779.779. 83.PVC Open 179.780.779. 87.Ductile I Open 435.612.611.17. 15.PVC Open 179.780.780. 251.PVC Open 247.780.779. 334.PVC Open 60.779.779. 129.PVC Open 98.779.779. 556.PVC Open 71.0.45 779.779. 387.PVC Open 11.779.779. 131.PVC Open 23.779.779. 150.PVC Open 22.779.779. 326.PVC Open 35.0.40 779.779. 570.PVC Open 38.0.43 779.779. 280.PVC Open 43.779.779. 402.PVC Open 92.779.779. 150.PVC Open 149.779.779. 700.PVC Open 44.779.779. 325.PVC Open 62.779.779. 360.PVC Open 779.779. 158.PVC Open 779.779. 985.PVC Open 16.779.779. 930.PVC Open 122.779.779. 550.PVC Open 779.779. 410.PVC Open 181.49 779.778. 660.PVC Open 90.779.779. 130.PVC Open 779.779. 314.PVC Open 779.779. 283.PVC Open 125.1.42 781.779.1.42 1.82 910.PVC Open 131.1.49 781.780.1.41 383.PVC Open 243.780.779.0.45 300.PVC Open 68.0.44 779.779. 292.PVC Open 168.779.779. 372.PVC Open 119.780.780. 150.PVC Open 780.780. 340.PVC Open 127.780.42 780. 125.PVC Open 101.780.45 780.42 158.PVC Open 780.45 780. 360.PVC Open 109.780.780. 100 809.PVC Open 37.780.780.42 101 95.PVC Open 779.779. 102 620.PVC Open 158.780.780. 103 150.PVC Open 75.785.785.45 104 980.PVC Open 136.785.783.Title: INITIAL RUN Project Engineer: DMCw:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:45:19 WJBentJey Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 105 280.PVC Open 14.783.783. 106 50.PVC Open 113.783.783. 107 233.PVC Open 783.783. 108 110.PVC Open 783.783. 109 207.PVC Open 115.783.783. 110 300.PVC Open 281.783.781. 111 470.PVC Open 17.781.781. 112 120.PVC Open 0.40 781.781. 113 124.PVC Open 11.49 781.781. 114 145.PVC Open 781.781. 115 430.PVC Open 14.781.781. 116 316.PVC Open 781.781. 117 250.PVC Open 14.781.781. 118 190.PVC Open 781.781. 119 240.PVC Open 20.781.781. 120 621.PVC Open 14.781.781. 121 100.PVC Open 781.781. 122 280.PVC Open 781.781. 123 140.PVC Open 781.781. 124 530.PVC Open 781.781. 125 270.PVC Open 38.0.44 781.781. 126 78.PVC Open 13.781.781. 127 610.PVC Open 10.781.781. 128 430.PVC Open 52.45 781.781. 129 250.PVC Open 5.46 781.781. 130 480.PVC Open 10.781.781. 131 100.PVC Open 781.781. 132 80.PVC Open 781.781. 133 165.PVC Open 13.781.781. 134 270.PVC Open 781.781. 135 243.PVC Open 26.781.781. 136 600.PVC Open 385.2.46 781.779. 137 300.PVC Open 418.785.781. 138 194.PVC Open 37.785.785. 139 200.PVC Open 69.785.781. 140 400.PVC Open 107.785.786. 141 67.PVC Open 284.786.786. 142 940.PVC Open 173.786.783.2.48 143 95.PVC Open 385.2.46 786.785. 144 700.PVC Open 423.788.786. 145 260.PVC Open 218.1.40 788.788. 146 420.PVC Open 707.792.788. 147 656.PVC Open 32.786.786. 148 548.PVC Open 11.786.786. 149 112.PVC Open 786.786. 150 867.12.PVC Open 793.759.753. 151 601.PVC Open 786.786. 152 570.PVC Open 666.785.780. 154 Ductile I Open 130.1.48 611.610. 155 Ductile I Open 297.48 611.610.8.45 156 Ductile I Open 611.611.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 157 20.Ductile I Open 130.1.48 780.780. 158 15.Ductile I Open 297.48 780.780.8.45 159 10.Ductile I Open 780.780. 160 170.PVC Open 67.0.43 778.43 778. 161 575.PVC Open 58.778.45 778. 162 797.PVC Open 22.778.45 778. 163 505.PVC Open 92.778.778.0.41 164 420.PVC Open 592.788.785.45 6.40 165 150.PVC Open 46.788.788. 166 507.PVC Open 377.2.41 779.778. 167 96.PVC Open 370.534.534. 169 48.PVC Open 370.779.779. 170 364.PVC Open 778.778. 171 880.PVC Open 638.794.788. 172 340.PVC Open 27.778.778. 173 160.PVC Open 778.778. 174 460.PVC Open 778.778. 175 260.PVC Open 20.779.779. 176 80.PVC Open 779.779. 177 170.PVC Open 48.778.778. 178 420.PVC Open 778.778. 179 393.PVC Open 25.778.778. 180 120.PVC Open 15.778.778. 181 394.PVC Open 13.48 778.778. 182 225.PVC Open 15.778.778. 183 442.PVC Open 67.0.43 778.778. 185 258.PVC Open 264.788.787. 186 300.PVC Open 106.787.786. 187 700.PVC Open 147.787.786. 188 800.PVC Open 225.1.44 786.785. 189 158.PVC Open 283.788.788. 190 700.PVC Open 40.788.788. 191 260.PVC Open 72.0.46 788.788. 192 700.PVC Open 18.40 788.788. 193 698.PVC Open 31.788.788. 194 448.PVC Open 30.776.776. 195 480.PVC Open 776.776. 196 800.PVC Open 776.776. 197 242.PVC Open 776.776. 198 371.PVC Open 277.1.77 776.776. 199 846.PVC Open 25.776.776. 200 095.PVC Open 98.776.775. 201 221.PVC Open 249.776.775. 202 273.PVC Open 204.775.775. 203 523.PVC Open 142.775.775.0.43 204 573.PVC Open 64.0.41 776.776. 205 257.PVC Open 25.775.775. 206 616.PVC Open 110.775.775.46 207 173.PVC Open 775.46 775.46 208 796.PVC Open 90.775.46 775. 209 188.PVC Open 775.775.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(Ws)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(Wi OOOft)Headloss (ft) 210 310.PVC Open 79.775.775. 211 158.PVC Open 775.775. 212 275.PVC Open 73.0.47 775.775. 213 272.PVC Open 17.775.775. 214 270.PVC Open 49.775.775. 215 438.PVC Open 775.775. 216 49.PVC Open 775.775. 217 129.PVC Open 775.775. 218 168.PVC Open 34.775.775. 219 462.PVC Open 10.775.775. 220 225.PVC Open 228.1.46 775.775.1.05 221 276.PVC Open 178.49 775.775. 223 460.PVC Open 84.774.774. 224 737.12.PVC Open 19.774.774. 225 309.PVC Open 57.774.774. 226 502.PVC Open 10.774.774. 227 237.PVC Open 774.774. 228 299.PVC Open 32.774.774. 229 498.PVC Open 774.774. 230 317.PVC Open 774.774. 231 327.PVC Open 12.774.774. 232 487.12.PVC Open 41.774.774. 233 464.PVC Open 774.774. 234 494.PVC Open 774.774. 235 332.12.PVC Open 64.774.774. 236 458.PVC Open 774.774. 237 298.PVC Open 774.774. 238 363.12.PVC Open 75.774.774. 239 465.PVC Open 84.774.774. 240 513.12.PVC Open 774.774. 241 654.PVC Open 20.778.778. 242 880.12.PVC Open 49.779.779. 243 980.12.PVC Open 323.779.779. 244 759.12.PVC Open 136.45 779.779. 245 100.12.PVC Open 779.779. 246 430.PVC Open 131.779.778. 247 712.PVC Open 54.778.778. 248 760.PVC Open 74.0.47 778.778. 249 50.PVC Open 778.778. 250 263.PVC Open 44.778.778. 251 50.PVC Open 778.778. 252 800.PVC . Open 48.778.778. 253 655.12.PVC Open 226.779.779. 254 370.PVC Open 226.1.44 779.778. 255 670.12.PVC Open 779.779. 256 40.PVC Open 779.779. 257 650.12.PVC Open 779.779. 258 40.PVC Open 779.779. 259 020.12.PVC Open 779.779. 260 480.PVC Open 342.778.777. 261 167.PVC Open 568.777.776.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.001 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headioss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 262 395.PVC Open 347.776.775. 263 527.PVC Open 164.1.05 775.775. 264 477.PVC Open 170.43 775.775. 265 341.PVC Open 32.775.775. 266 261.PVC Open 188.775.775. 267 136.PVC Open 255.775.774. 268 604.PVC Open 77.0.49 775.775. 269 355.PVC Open 121.775.775. 270 776.PVC Open 203.776.775. 271 810.PVC Open 234.777.778.43 272 547.PVC Open 778.43 778.43 273 618.PVC Open 182.48 778.43 778.0.42 274 332.PVC Open 187.778.779. 275 700.PVC Open 75.0.48 779.779. 276 83.PVC Open 263.779.779. 277 419.PVC Open 38.779.779. 278 620.12.PVC Open 778.778. 280 813.PVC Open 114.778.778. 281 287.12.PVC Open 337.786.784. 282 797.12.PVC Open 313.781.778. 283 320.PVC Open 778.778. 284 388.12.PVC Open 309.778.777. 285 528.12.PVC Open 295.777.777. 286 358.12.PVC Open 579.4.48 777.775.5.40 287 419.PVC Open 351.775.774. 288 341.PVC Open 340.774.773. 289 193.PVC Open 774.774. 290 267.12.PVC Open 223.3.47 775.774. 291 640.PVC Open 161.42 773.773.48 292 460.12.PVC Open 785.773.773.1.41 293 302.PVC Open 231.773.773. 294 213.12.PVC Open 009.773.772.0.49 295 511.12.PVC Open 063.772.771.41 296 305.12.PVC Open 57.772.772. 297 650.PVC Open 772.772. 298 516.12.PVC Open 815.772.771. 299 19.12.PVC Open 614.771.771. 300 334.PVC Open 201.771.770. 301 241.PVC Open 727.794.792. 302 911.12.PVC Open 365.798.794. 303 156.PVC Open 267.798.798. 304 239.PVC Open 69.0.44 798.798. 305 176.PVC Open 11.798.798. 306 140.PVC Open 798.798. 307 283.PVC Open 798.798. 308 265.PVC Open 84.798.798. 309 205.PVC Open 798.798. 31 0 977.PVC Open 99.798.798. 311 142.PVC Open 798.798. 312 850.PVC Open 121.799.798. 313 666.PVC Open 204.799.798.Titie: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 314 402.PVC Open 340.800.799. 315 547.PVC Open 242.800.800. 316 401 .PVC Open 107.800.800. 317 742.PVC Open 49.800.800. 318 343.PVC Open 800.800. 319 273.PVC Open 65.0.42 800.800. 320 288.PVC Open 80.800.800. 321 290.PVC Open 48.800.800. 322 133.PVC Open 17.800.800. 323 270;00 PVC Open 69.0.44 800.800. 324 472.PVC Open 800.800. 325 298.PVC Open 208.48 800.800.41 326 747.PVC Open 108.800.800. 327 1 ,154.PVC Open 80.800.800. 328 160.PVC Open 454.801.800. 329 1 ,094.12.PVC Open 098.801.798. 330 804.12.PVC Open 1 ,553.4.41 805.49 801. 331 474.PVC Open 226.1.44 821.820.0.49 332 221.PVC Open 821.821. 333 260.PVC Open 242.821.821. 334 213.PVC Open 821.821. 335 138.PVC Open 821.821. 336 267.PVC Open 252.821.821. 337 592.12.PVC Open 237.821.821. 338 260.12.PVC Open 500.821.821. 339 281.PVC Open 18.48 821.821. 340 449.12.PVC Open 526.1.49 822.821. 341 174.PVC Open 821.821. 342 286.PVC Open 821.821.86 343 402.12.PVC Open 340.822.820. 344 1 ,192.12.PVC Open 1 ,872.831.822. 345 504.12.PVC Open 594.841.840.0.42 346 261.12.PVC Open 173.0.49 841.841. 347 228.PVC Open 74.0.47 841 .841. 348 532.12.PVC Open 1 ,885.840.836. 349 172.12.PVC Open 1 ,244.43 841.840.3.41 350 180.PVC Open 841.841. 351 641 .12.PVC Open 252.843.841.3.45 352 215.PVC Open 768.843.841.10.2.27 353 228.12.PVC Open 029.845.843. 354 388.PVC Open 845.845. 355 278.12.PVC Open 037.847.845.2.46 356 862.PVC Open 377.850.847. 357 384.12.PVC Open 675.850.847. 358 445.12.PVC Open 067.854.850. 359 285.12.PVC Open 127.854.854. 360 433.12.PVC Open 784.854.854.1.41 361 110.12.PVC Open 641.840.840. 362 701 .12.PVC Open 1,421.857.854.4.40 363 278.12.PVC Open 792.859.857. 364 033.PVC Open 354.857.854.2.40 2.48Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 365 213.PVC Open 704.854.856. 366 15.PVC Open 856.856. 367 928.PVC Open 704.865.856. 370 40.PVC Open 34.778.778. 371 40.PVC Open 777.777. 372 360.12.PVC Open 501.48 1.42 780.780. 373 479.PVC Open 110.778.779. 374 102.12.PVC Open 61.774.774. 375 90.12.PVC Open 774.774. 376 789.12.PVC Open 440.862.859. 377 321.PVC Open 377.2.41 862.859. 378 203.12.PVC Open 836.864.23 862.1.47 379 775.12.PVC Open 781.753.748.49 380 558.12.PVC Open 821.49 821.49 381 890.12.PVC Open 781.34 748.49 742.42 383 107.12.PVC Open 836.865.864. 384 154.PVC Open 266.774.774. 385 378.PVC Open 774.774. 386 257.PVC Open 252.42 774.773.1.26 387 333.PVC Open 773.773. 388 270.PVC Open 237.773.773. 389 185.PVC Open 773.773. 390 419.PVC Open 490.773.48 771.4.45 391 250.PVC Open 110.40 771.771. 392 535.PVC Open 101.771.771. 393 113.PVC Open 386.2.46 771.771. 394 377.PVC Open 273.771.771.1.47 395 474.PVC Open 211.771.771.0.43 396 250.PVC Open 477.771.770.1.05 397 598.PVC Open 369.771.770. 398 270.12.PVC Open 1 ,041.770.770.2.42 399 202.PVC Open 770.770. 400 280.12.PVC Open 051.771.41 770.2.46 401 233.PVC Open 771.41 771.41 402 310.12.PVC Open 880.46 770.767. 403 377.PVC Open 767.767. 404 252.12.PVC Open 868.767.765.7.48 405 213.PVC Open 765.765. 406 535.12.PVC Open 857.765.761. 407 160.PVC Open 454.761.761. 408 308.12.PVC Open 392.761.760. 409 PVC Open 760.760. 410 265.PVC Open 30.821.821. 411 136.PVC Open 17.821.821. 412 330.PVC Open 821.821. 413 942.12.PVC Open 187.821.821. 414 216.PVC Open 34.46 821.821. 415 433.PVC Open 821.821. 416 265.PVC Open 17.821.821. 417 392.12.PVC Open 73.854.854. 418 493.12.PVC Open 56.854.854.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 8 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 419 263.PVC Open 854.854. 420 336.PVC Open 854.854. 421 907.PVC Open 21.854.854. 422 377.12.PVC Open 47.854.854. 423 770.PVC Open 22.854.854. 424 20.12.PVC Open 836.836. 425 980.12.PVC Open 836.836. 426 209.12.PVC Open 836.836. 427 207.12.PVC Open 836.836. 428 251.12.PVC Open 957.774.773. 429 281.PVC Open 12.774.774. 430 370.PVC Open 120.42 778.778. 431 54.PVC Open 778.778. 432 55.PVC Open 778.778. 433 506.PVC Open 130.778.778.43 434 155.12.PVC Open 79.778.49 778.49 435 467.PVC Open 30.778.778. 436 360.PVC Open 88.778.43 778.49 437 760.PVC Open 42.48 778.46 778.43 438 348.PVC Open 41.41 778.46 778.48 439 51.12.PVC Open 61.778.48 778.48 440 18.12.PVC Open 778.48 778.48 441 642.12.PVC Open 63.778.48 778.49 442 350.12.PVC Open 15.778.49 778.49 443 336.12.PVC Open 180.778.49 778. 444 829.12.PVC Open 180.778.778. 445 120.PVC Open 214.779.779. 446 470.PVC Open 779.779. 447 265.12.PVC Open 180.778.778. 448 337.PVC Open 110.47 779.779. 449 39.PVC Open 778.778. 450 705.12.PVC Open 185.778.778. 451 197.12.PVC Open 203.778.778. 452 250.12.PVC Open 778.49 778.49 453 546.PVC Open 38.779.779. 454 526.PVC Open 779.779. 455 730.PVC Open 73.779.778. P-456 236.PVC Open 111.42 779.779. 457 235.12.PVC Open 28.779.779. 458 311.12.PVC Open 17.779.779. 459 314.12.PVC Open 10.779.779. 460 331.PVC Open 779.779. 461 399.12.PVC Open 139.0.40 779.779. 462 322.12.PVC Open 248.779.779. 463 711.12.PVC Open 247.779.779. 464 355.12.PVC Open 387.779.41 779. 465 158.PVC Open 155.779.41 779. 466 432.PVC Open 70.0.45 779.779. 467 475.PVC Open 66.0.43 779.779. 468 316.PVC Open 123.46 779.779. 469 347.12.PVC Open 441.779.779.0.48Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ftIs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 470 178.12.PVC Open 543.779.779. 471 660.12.PVC Open 545.780.779.0.47 472 224.12.PVC Open 545.780.43 780. 473 296.12.PVC Open 851.2.42 780.43 780.0.49 474 153.12.PVC Open 543.779.779. 476 304.PVC Open 778.778. 477 692.PVC Open 301.779.780.43 1.22 478 13.PVC Open 10.42 779.779. 479 84.PVC Open 48.778.778. 480 200.12.PVC Open 501.48 1.42 780.780. 481 550.12.PVC Open 490.780.780. 482 703.PVC Open 112.780.780. 483 960.12.PVC Open 370.1.05 780.779. 484 265.12.PVC Open 448.779.779.0.49 485 447.12.PVC Open 23.854.854. 486 160.12.PVC Open 19.854.854. 487 159.12.PVC Open 854.854. 488 981.PVC Open 12.854.854. 489 135.12.PVC Open 854.854. 490 338.PVC Open 130.774.774. 491 317.PVC Open 10.774.774. 492 010.PVC Open 130.774.774.48 493 314.PVC Open 234.774.774. 494 159.PVC Open 117.774.774.48 495 527.PVC Open 117.774.774. 496 134.12.PVC Open 918.49 778.777. 498 96.PVC Open 2,493.2,493. 499 356.12.PVC Open 474.41 777.777. 500 259.12.PVC Open 467.777.777. 501 152.12.PVC Open 358.777.777.45 503 30.PVC Open 777.777. 504 120.PVC Open 57.777.777. 505 30.PVC Open 777.777. 507 27.PVC Open 777.777. 508 197.PVC Open 12.49 777.777. 509 785.PVC Open 10.777.777. 510 222.PVC Open 777.777. 511 683.PVC Open 777.777. 512 819.PVC Open 777.777. 513 283.PVC Open 777.777. 514 136.PVC Open 777.777. 515 560.PVC Open 774.774. 516 19.PVC Open 284.786.786. 517 96.Steel Open 350.2,419.2,419. 518 250.PVC Open 25.778.778. 519 673.PVC Open 199.779.778. 520 32.PVC Open 58.779.779. 521 769.PVC Open 135.778.778.43 522 105.PVC Open 12.778.778. 523 305.12.PVC Open 192.778.778. 524 94.PVC Open 30.778.778.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 525 232.12.PVC Open 223.778.778. 526 294.12.PVC Open 171.0.49 778.778. 527 248.PVC Open 778.778. 528 83.PVC Open 778.778. 529 115.12.PVC Open 172.0.49 778.778. 530 384.12.PVC Open 172.0.49 778.778. 531 153.12.PVC Open 172.0.49 778.778. 532 216.12.PVC Open 172.0.49 778.778. 533 169.12.PVC Open 172.0.49 778.778. 534 163.12.PVC Open 172.51 0.49 778.778. 535 222.12.PVC Open 172.0.49 778.778. 536 395.12.PVC Open 174.0.49 778.778. 537 322.PVC Open 62.0.40 778.778. 538 574.PVC Open 62.0.40 778.778. 539 315.PVC Open 62.0.40 778.778. 540 306.PVC Open 61.778.778. 541 359.PVC Open 61.778.778. 542 145.PVC Open 778.778. 543 289.PVC Open 778.778. 544 387.PVC Open 778.778. 545 57.12.PVC Open 778.778. 546 50.PVC Open 778.778. 547 329.PVC Open 778.778. 548 284.PVC Open 778.778. 549 284.PVC Open 778.778. 550 210.PVC Open 778.778. 551 171.PVC Open 778.778. 552 269.PVC Open 101.779.779. 553 161.PVC Open 101.779.779. 554 90.PVC Open 778.778. 555 63.12.PVC Open 236.778.778. 556 252.PVC Open 778.778. 557 256.12.PVC Open 236.779.778. 558 702.12.PVC Open 236.779.779. 559 110.12.PVC Open 779.779. 560 275.PVC Open 101.779.779. 561 436.12.PVC Open 779.779. 562 79.PVC Open 779.779. 563 442.12.PVC Open 779.779. 564 68.PVC Open 779.779. 565 42.12.PVC Open 779.779. 566 86.PVC Open 779.779. 567 433.12.PVC Open 779.779. 568 64.12.PVC Open 779.779. 569 222.PVC Open 774.774. 570 307.PVC Open 201.774.774. 571 220.PVC Open 774.774. 572 247.PVC Open 193.774.774.41 573 254.PVC Open 774.41 774.41 574 400.PVC Open 182.45 774.774. 575 287.PVC Open 774.774.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 11 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 576 606.12.PVC Open 150.0.43 821.821.49 577 326.12.PVC Open 150.0.43 821.49 821.47 578 16.PVC Open 56.821.47 821.46 579 125.12.PVC Open 94.821.821.46 580 48.PVC Open 821.46 821.46 581 307.12.PVC Open 66.821.46 821.46 582 252.PVC Open 14.821.46 821.45 583 906.PVC Open 12.821.46 821.45 584 151.PVC Open 15.821.45 821.45 585 259.12.PVC Open 44.821.46 821.46 586 471.12.PVC Open 22.40 821.46 821.45 588 320.PVC Open 10.779.779. 589 481.PVC Open 95.779.44 779. 590 480.PVC Open 779.44 779.44 591 500.PVC Open 779.44 779.44 592 334.PVC Open 121.779.779.44 593 250.PVC Open 779.779. 594 832.PVC Open 66.0.42 779.779. 595 350.PVC Open 73.779.779. 596 325.PVC Open 779.779. 597 223.PVC Open 779.779. 598 460.PVC Open 16.43 779.779. 599 540.12.PVC Open 343.779.779. 600 660.PVC Open 779.779. 601 160.PVC Open 72.0.46 779.779. 602 120.PVC Open 779.779. 603 200.PVC Open 79.779.779. 604 375.PVC Open 13.779.779. 605 500.PVC Open 99.40 779.779. 606 466.PVC Open 761.761. 607 121.PVC Open 445.761.760.0.45 608 308.PVC Open 428.760.759. 609 198.12.PVC Open 377.760.759. 610 199.PVC Open 125.774.774. 611 673.PVC Open 122.774.774. 612 91.PVC Open 774.774. 613 354.PVC Open 240.1.54 779.778.0.41 614 739.12.PVC Open 774.774. 615 878.12.PVC Open 774.774. 616 642.12.PVC Open 774.774. 617 35.PVC Open 784.784. 618 246.PVC Open 779.779. 619 179.PVC Open 23.778.778. 620 215.PVC Open 778.778. 621 780.PVC Open 170.778.778.0.47 622 123.PVC Open 778.778. 623 286.PVC Open 160.778.777. 624 160.PVC Open 777.777. 625 660.PVC Open 149.777.777.43 0.48 626 225.PVC Open 396.777.776. 627 357.PVC Open 251.777.777.43 0.45Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headless (ft) 628 114.PVC Open 777.777. 629 395.PVC Open 257.778.777. 630 97.PVC Open 778.778. 631 305.PVC Open 264.778.778.0.42 632 280.PVC Open 37.778.778. 633 380.PVC Open 778.778. 634 316.PVC Open 43.45 778.48 778.47 635 230.PVC Open 24.778.47 778.46 636 60.PVC Open 20.778.46 778.46 637 602.PVC Open 778.46 778.46 638 650.PVC Open 12.778.47 778.46 639 346.PVC Open 110.778.778. 640 269.PVC Open 29.778.778. 641 215.PVC Open 15.778.778. 642 245.PVC Open 778.778. 643 325.PVC Open 20.778.778. 644 190.PVC Open 47.778.778. 645 503.PVC Open 14.40 778.778. 646 268.PVC Open 778.778. 647 349.PVC Open 778.778. 648 172.PVC Open 15.778.778. 649 299.PVC Open 27.778.778. 650 355.PVC Open 13.778.778. 651 265.PVC Open 14.778.778. 652 260.PVC Open 778.778. 653 432.PVC Open 19.778.778. 654 153.PVC Open 12.778.778. 655 154.PVC Open 54.778.778. 656 96.PVC Open 102.40 778.778. 657 191.PVC Open 31.778.778. 658 46.PVC Open 56.778.778. 659 352.PVC Open 87.778.778. 660 566.PVC Open 70.778.778. 661 219.PVC Open 158.43 779.778. 662 175.PVC Open 778.778. 663 197.PVC Open 12.778.778. 664 259.PVC Open 39.778.778. 665 637.PVC Open 87.840.841. 666 120.PVC Open 106.840.840. 667 504.PVC Open 840.840. 668 167.PVC Open 840.840. 669 251.PVC Open 23.840.840. 670 104.PVC Open 840.840. 671 231.PVC Open 27.840.840. 672 341.PVC Open 32.840.840. 673 337.PVC Open 64.45 840.840. 674 285.PVC Open 840.840. 675 199.PVC Open 840.840. 676 283.PVC Open 74.0.47 841.03 '840. 677 397.PVC Open 47.840.840. 678 865.PVC Open 34.840.840.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headless (ft) 679 123.PVC Open 840.840. 680 231.PVC Open 46.840.840. 681 142.PVC Open 92.840.840. 682 166.PVC Open 35.840.840. 683 818.PVC Open 821.821. 684 325.12.PVC Open 561.807.805.49 685 51.00 PVC Open 22.821.46 821.46 686 53.PVC Open 22.40 821.45 821.45 687 22.PVC Open 443.777.777.15. 688 146.12.PVC Open 475.777.777. 689 70.12.PVC Open 467.777.44 777.41 691 524.PVC Open 147.777.777.26 0.46 692 113.PVC . Open 777.777. 693 166.PVC Open 777.777. 694 689.PVC Open 146.777.776.0.46 695 356.12.PVC Open 747.777.41 776.0.46 696 63.12.PVC Open 894.776.776. 697 126.PVC Open 776.776. 698 248.12.PVC Open 894.776.776.0.45 699 173.PVC Open 15.776.776. 700 11.PVC Open 776.776. 701 280.PVC Open 15.48 776.776. 702 156.PVC Open 776.776. 703 299.PVC Open 776.776. 704 279.PVC Open 776.776. 705 582.12.PVC Open 879.2.49 776.775. 706 10.PVC Open 775.775. 707 401.12.PVC Open 876.775.772.2.44 708 201.PVC Open 772.772. 709 14.PVC Open 772.772. 71 0 132.12.PVC Open 874.772.772. 711 335.12.PVC Open 614.771.771. P- 712 323.12.PVC Open 771.771. 713 228.12.PVC Open 614.771.771.40 P- 714 12.PVC Open 771.40 771.40 715 163.12.PVC Open 614.771.40 771. P- 716 160.PVC Open 771.771. 718 620.PVC Open 200.770.770. 719 471.12.PVC Open 851.2.42 780.781. 720 153.12.PVC Open 851.2.42 781.781. 721 14.12.PVC Open 781.781. 723 141.12.PVC Open 875.2.48 783.784. 724 320.12.PVC Open 898.784.784. 725 502.12.PVC Open 23.784.784. 726 214.12.PVC Open 23.784.784. 727 372.PVC Open 77.774.774. 728 156.PVC Open 29.774.774. 729 708.PVC Open 34.46 774.774. 730 797.PVC Open 54.776.776. 731 160.PVC Open 132.776.776. 732 48.12.PVC Open 778.778.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ftl1000ft)Headloss (ft) 733 425.PVC Open 99.778.778. 735 62.12.PVC Open 779.779. 736 65.12.PVC Open 779.779. 737 33.PVC Open 779.779. 738 136.PVC Open 162.779.779. 739 392.12.PVC Open 51.779.779. 740 14.PVC Open 96.779.779. P- 7 41 414.12.PVC Open 45.779.779. 742 275.PVC Open 143.779.779.0.44 743 120.PVC Open 72.0.47 778.778. 744 43.12.PVC Open 885.836.836. 745 171.12.PVC Open 898.784.784. 747 566.12.PVC Open 399.43 784.778. 749 50.96.PVC Open 063.422.2,422. 751 37.PVC Open 778.778. 752 42.PVC Open 778.778. 753 697.PVC Open 90.780.779. 754 420.PVC Open 11.42 778.778. 755 452.PVC Open 47.788.788. 756 895.PVC Open 854.854. 757 777.PVC Open 854.854. 758 967.PVC Open 10.854.854. 759 920.PVC Open 187.775.775. 760 830.12.PVC Open 136.779.779. 762 30.PVC Open 753.753. 763 833.12.PVC Open 334.784.781. 764 330.PVC Open 760.753.750.10.3.42 765 140.Steel Open 435.543.541.13. 766 12.PVC Open 561.4.43 820.820. 767 356.PVC Open 760.757.45 753.10. 768 239.12.PVC Open 748.49 748.49 769 12.PVC Open 786.786. 844 254.12.PVC Open 875.833.831. 845 230.12.PVC Open 876.834.833.02 ' 846 188.12.PVC Open 877.836.834. 847 383.PVC Open 831.11 831. 848 176.PVC Open 833.833. 849 168.PVC Open 834.834. 900 587.12.PVC Open 541.47 872.865.13. 901 Steel Open 370.779.779. 904 143.12.PVC Open 350.786.786. 906 60.12.PVC Open 774.774. 907 798.PVC Open 063.820.784.19.35. 950 171 .PVC Open 70.0.45 778.778. 954 23.64.PVC Open 284.574.574. 958 76.PVC Open 36.023 775.775. 959 345.PVC Open 223.1.43 775.774. 960 37.PVC Open 219.1.40 774.774. 964 139.12.PVC Open 593.47 771.770. 965 21.12.PVC Open 777.777. 968 673.PVC Open 753.753.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 oft.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(Ws)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(Wi OOOft)He;'ldloss (ft) 971 601 .PVC Open 26.779.779. 972 79.PVC Open 779.779. 973 180.PVC Open 23.779.779. 974 904.PVC Open 11.792.792. 975 179.PVG Open 11.792.792. 976 344.PVC Open 788.788. 977 178.PVC Open 788.788. 978 629.PVC Open 760.763.757.45 10. 979 592.PVC Open 773.770.763.10. 980 752.PVC Open 760.750.742.42 10. 981 PVC Open 541.47 16.742.42 741.109. 982 100.12.PVC Open 760.750.750. 984 126.12.PVC Open 358.777.45 777.41 985 103.PVC Open 777.45 777.45 986 207.PVC Open 777.777. 987 32.PVC Open 805.49 805.49 988 415.PVC Open 57.777.777. 989 710.PVC Open 394.774.772. 990 846.12.PVC Open 480.777.778.0.47 991 19.PVC Open 394.772.771. 992 269.12.PVC Open 193.777.777. 993 340.12.PVC Open 193.777.777. 994 67.12.PVC Open 193.777.777. 995 230.12.PVC Open 84.777.777. 996 172.12.PVC Open 84.777.777. 997 147.PVC Open 57.777.777. 998 54.PVC Open 12.49 777.777. 999 190.12.PVC Open 70.40 777.2,777. 1000 80.12.PVC Open 13.777.777. 1001 141.12.PVC Open 13.777.777. 1002 262.12.PVC Open 13.777.777. 1003 11.12.PVC Open 13.777.777. 1005 258.12.PVC Open 300.777.777. 1006 84.12.PVC Open 287.777.777. 1007 290.12.PVC Open 287.777.777. 1008 716.PVC Open 99.840.840. 1012 194.PVC Open 340.776.776.0.43 1013 158.PVC Open 188.776.776. 1014 443.PVC Open 208.775.774. 1015 162.PVC Open 208.1.33 774.774. 1016 013.PVC Open 151.42 776.775.0.49 0.49 1018 372.PVC Open 151.42 775.774.0.49 1025 64.12.PVC Open 258.42 785.785.3.48 1026 50.96.PVC Open 258.2,422.2,422. 1027 46.12.PVC Open 898.784.785. 1029 716.12.PVC Open 771.771. 1030 229.12.PVC Open 771.771. 1031 211.12.PVC Open 771.771. 1032 536.PVC Open 96.779.779. 1034 051.12.PVC Open 875.2.48 781.783. 1035 20.12.PVC Open 359.785.784.Title: INITIAL RUN Project Engineer: DMC w:\...\2026 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:45:19 WJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 16 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 1036 271.14.PVC Open 359.784.784. Title: INITIAL RUN w:\...\2026 scenario well 6 off.wcd 01/17/07 12:45:19 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 17 of 17 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Pump Report Label Discharge Control Elevation Intake Pump Discharge Calculated(gpm)Status (ft)Pump Head Pump Water Grade (ft)Grade Power (ft)(ft)(Hp) PMP-370.534.534.245.779.22. PMP-435.543.541.71.41 612. PMP-130.610.610.169.780. PMP-297.48 610.610.169.780.12. PMP-Off 610.611.780. PMP-284.624.574.211.786.15. PMP-350.399.2,419.367.786.125. PMP-Off 473.2,493.774. PMP-063.372.2,422.398.820.106. PMP-258.42 567.2,422.363.785.115.40 PMP-Boost 541.47 640.741.131.872.84. Title: INITIAL RUN w:\...\2026 scenario well 6 off.wcd 01/17/07 12:45:44 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Tank Report Label Base Minimum Initial Maximum Inactive Tank Inflow Current Calculated Calculated Elevation Elevation HGL Elevation Volume Diameter (gpm)Status Hydraulic Grade Percent (ft)(ft)(ft)(ft)(gal)(ft)(ft)Full (%) 610.610.611.618.N/A Filling 611. Title: INITIAL RUN w:\...\2026 scenario well 6 off.wcd 01/17/07 12:45:52 WJBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2026 WELL 6 OFF Fire Flow Analysis Valve Report Label Elevation Diameter Control Discharge From Headloss Calculated (ft)(in)Status (gpm)HGL HGL (ft)Pressure (ft)(ft)Setting (psi) FCV-Hwy 55 602.12.Closed 821.49 748.49 FCV-5 Southhampton 652.Closed 805.49 821. FCV-6 GREAT SKY Wy 569.12.Inactive 777.777. TCV-Horse Shoe Bend 620.Throttling 760.757.757.45 PSV-1 Floating Feather 653.12.Throttling 561.820.807.13.72. TCV-State at Well 4 565.12.Closed 778.786. PSV-Gladestone 572.Inactive 394.772.772.62. PSV-567.10.Inactive 359.784.784.65. Title: INITIAL RUN w:\...\2026 scenario well 6 off.wcd 01/17/07 12:46:04 WJBentiey Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1