The URL can be used to link to this page

Home My WebLink About20070123Engineering Report Part III.pdf2010 Scenario Scenario: 2010 Title: INITIAL RUN w:\...\2010 scenario.wcd 01/17/07 12:12:49 lID\IBentley Systems, Inc.Haestad Methods Solution Center Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (g) (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 90.981 40.000. true 500.502.90.47 981 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 103.500.603.91.981 37.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.500.91.981 36.000. true 10.500.510.91.48 981 36.000. true 16.500.516.90.981 35.000. true 500.504.92.981 36.000. 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 35.000. true 500.501.92.981 35.000. false 9.44 N/A N/A N/A N/A N/A true 500.506.90.981 34.838. true 500.500.91.981 36.000. true 500.507.92.981 36.000. false 12.N/A N/A N/A N/A N/A true 500.505.92.981 35.000. true 500.500.90.981 33.41 000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 15.500.515.90.40 981 34.000. true 13.500.513.92.981 35.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 12.500.512.78.45 981 32.000. false N/A N/A N/A N/A N/A true 500.503.70.981 20.063. 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 500.503.71.63 981 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 500.500.77.981 43.000. true j , 500.i ,509. -. -- 98i 24.44 UOU.tSl.bb 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 500.504.59.981 20.695. false N/A N/A N/A N/A N/A Title: INITIAL RUN W:\...\2010 scenario.wcd 01/17/07 12:15:40 lID\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 1 of 15 Scenario: 2010 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 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 1 ,500.509.34.981 42.751. 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 29.000. true 21.40 500.521.40 68.981 26.972. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.502.55.981 40.812. true 10.500.510.70.981 28.000. false 10.N/A N/A N/A N/A N/A true 10.1 ,500.510.73.981 33.48 000. false N/A N/A N/A N/A N/A true 13.500.513.69.981 26.922. true 15.500.515.58.981 20.792. false N/A N/A N/A N/A N/A true 29.500.529.70.981 31.878. true 23.500.1 ,523.78.981 20.961. false N/A N/A N/A N/A N/A true 19.46 500.519.46 55.981 20.2,448. 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 500.1 ,503.63.981 20.150. 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 11.500.511.62.981 27.095. 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 28.908. 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 25.3,441. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 1 ,500.503.48.981 20.280. 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:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (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 500.1 ,504.44.981 20.043. 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 21.007. 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 20.3,404. 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 500.505.62.48 981 22.774. 115 true 500.1 ,504.86.25 981 21.706.43 116 true 500.505.63.981 20.49 189.44 117 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 500.507.62.981 21.277. 121 true 500.507.61.981 20.923.40 122 false N/A N/A N/A N/A N/A 123 true 13.500.513.50.981 20.504. 124 false N/A N/A N/A N/A N/A 125 true 15.500.515.35.126 21.848. 126 false N/A N/A N/A N/A N/A 127 true 500.1 ,500.69.981 21.000. 128 true 500.501.52.981 20.563. 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 40.211. 141 false N/A N/A N/A N/A N/A j- 142 true 500.507. - - - - 98i 40.713.tks.tS~ 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 4.48 N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 15 Scenario: 2010 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 148 true 10.500.510.61.981 31 .45 846. 149 true 29.500.529.59.981 38.3,458. 150 false 500.N/A N/A N/A N/A N/A 151 true 12.500.512.62.981 22.208. 152 true 13.500.513.61.981 28.065. 153 true 500.504.62.981 23.219. 154 true 13.500.513.76.981 22.310. 155 true 16.500.516.76.981 20.093. 156 true 500.500.72.981 33.785. 157 false N/A N/A N/A N/A N/A 158 true 25.500.525.68.981 42.688. 159 true 20.43 500.520.43 63.981 20.396. 160 true 500.501.83.981 20.515. 161 true 13.500.513.58.981 20.271. 162 false N/A N/A N/A N/A N/A 163 true 500.507.83.981 24.4,428. 164 true 15.500.515.81.981 20.759. 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 500.506.81.981 20.680.48 168 true 500.501.82.981 20.797. 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 13.N/A N/A N/A N/A N/A 172 true 500.506.84.981 20.299. 173 false N/A N/A N/A N/A N/A 174 true 500.501.72.981 33.865. 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 23.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 36.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 500.503.98.981 20.683.44 185 false N/A N/A N/A N/A N/A 186 true 500.507.61.981 43.501. 187 true 500.00 '500.99.981 43.218. 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 """ "fA N/A . ". N/A NiA '~/" ",,1'\ 191 true 500.503.94.981 20.969. 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 500.504.93.981 20.791. 195 false 49.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of15 Scenario: 2010 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 (psi) Flow Total Needed Flow (psi)Needed 196 false N/A N/A N/A N/A N/A 197 true 30.500.530.90.981 20.835. 1 9S 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 20S 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 500.508.85.981 20.841.46 217 false N/A N/A N/A N/A N/A 218 true 500.501.91.981 36.000. 219 false 24.N/A N/A N/A N/A N/A 220 true 500.500.90.45 981 37.000. 221 true 500.500.87.981 34.000. 222 false N/A N/A N/A N/A N/A 223 false 0.49 N/A N/A N/A N/A N/A 224 true 500.501.86.981 39.670.41 225 true 500.505.87.40 981 20.843. 226 true 500.509.78.981 40.239. 227 true 17.500.517.79.981 20.3,430. 228 false 12.N/A N/A N/A N/A N/A 229 true 500.507.72.981 20.981. 230 true 10.500.510.71.981 20.924. 231 false N/A N/A N/A N/A N/A 232 true 16.1 ,500.516.74.9S1 20.995. 233 true 500.507.73.981 20.958. 234 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 69.44 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. -- -- 981 20.962.O.j.::t::t 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 20.677.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07,00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 15 Label Satisfies Fire Flow Constraints? 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 j-286 287 288 289 290 291 true false true false true true false true false false false false false false false false true false false false true false true false true true true true false true false true true false true false false false false true false true false true true true true false Base Flow (gpm) 11. 16. 14. 11. 2.46 10. 14. 10. 19.47 4.46 11. 10. 15. Needed Fire Flow (gpm) 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 1 ,500. 500. 500. 500. 500. 500. 500. 500. 500. Scenario: 2010 Fire Flow Analysis Fire Flow Report Total Flow Needed (gpm) 511. N/A 509. N/A 508. 505. N/A 507. N/A N/A N/A N/A N/A N/A N/A N/A 1 ,502. N/A N/A N/A 509. N/A 516. N/A 514. 508. 511. 502.46 N/A 508. N/A 510. 514. N/A 519.47 N/A N/A N/A N/A 1 ,504. N/A 500. N/A 1 ,510. 1 ,515. 506. 1 ,504. N/A Calculated Residual Pressure (g) Total Flow Needed (psi) Calculated Minimum Zone Junction Total Flow Needed 80.89 J-981 N/A N/A 81.23 J-981 N/A N/A 79.89 J-981 78.94 J-981 N/A N/A 77.21 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 55.98 J-981 N/A N/A N/A N/A N/A N/A 54.90 J-981 N/A N/A 53.27 J-981 N/A N/A 58.41 J-981 58.08 J-981 57.65 J-981 55.65 J-981 N/A N/A 54.32 J-981 N/A N/A 55.35 J-981 53.38 J-981 N/A N/A 53.34 J-981 N/A N/A N/A N/A N/A N/A N/A N/A 59.20 J-981 N/A N/A 61.74 J-981 N/A N/A 77.46 J-981 76.76 J-981 75.64 J-981 69.49 J-981 N/A N/A Calculated Minimum Zone Pressure (psi) 20. N/A 20. N/A 20. 20. N/A 20. N/A N/A N/A N/A N/A N/A N/A N/A 20.43 N/A N/A N/A 20.43 N/A 20. N/A 21. 20.41 20. 20. N/A 20. N/A 20.43 20. N/A 24. N/A N/A N/A N/A 32. N/A 31. N/A 20. 20. 20. 20. N/A Available Fire Flow (gpm) 616. N/A 673. N/A 627. 666. N/A 480.44 N/A N/A N/A N/A N/A N/A N/A N/A 241. N/A N/A N/A 058. N/A 884. N/A 3,446. 456. 192. 027. N/A 993. N/A 175. 948. N/A 165. N/A N/A N/A N/A 321. N/A 385. N/A 927. 926. 926. 780. N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 15 Scenario: 2010 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 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 500.503.85.981 20.278. 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 20.965. 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 500.500.70.981 20.965. 304 false N/A N/A N/A N/A N/A 305 true 14.500.514.71.981 20.965. 306 true 15.500.515.73.981 20.965. 307 true 10.500.510.75.981 20.965. 308 true 10.500.510.72.981 20.965. 309 true 16.500.516.78.42 981 20.965. 310 true 25.500.1 ,525.78.981 20.965. 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 20.965. 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 14.500.514.80.981 20.820. 319 false 17.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 86.41 981 20.762. 322 false N/A N/A N/A N/A N/A 323 true 500.507.64.981 20.607. 325 false N/A N/A N/A N/A N/A 326 true 500.500.83.981 20.699. 327 false N/A N/A N/A N/A N/A 328 true 500.1 ,504.53.981 32.117. 329 false N/A N/A N/A N/A N/A 330 true 500.506.75.981 20.580. 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 20.439.41 335 faise NiA N/A N/A N/AN/A 336 true 500.1 ,507.77.981 20.3,432. 337 true 500.507.76.981 20.392. 338 true 500.505.77.981 20.3,433. 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: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 15 Scenario: 2010 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 341 true 500.506.74.981 20.175. 342 false N/A N/A N/A N/A N/A 343 true 500.506.72.981 20.017. 344 true 500.509.66.981 20.734. 345 false 11.N/A N/A N/A N/A N/A 346 true 6.43 500.506.43 76.981 20.918. 347 true 500.504.72.981 20.738. 348 false 13.44 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 20.835. 351 false 500.N/A N/A N/A N/A N/A 352 false 11.500.N/A N/A N/A N/A N/A 353 true 500.503.67.47 981 29.40 501. 354 true 12.500.512.60.981 20.965. 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 20.965. 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 500.500.41.981 28.594. 361 true 500.500.96.981 38.000. 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 26.46 172. 371 false 19.500.N/A N/A N/A N/A N/A 372 true 500.509.90.981 34.000. 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 12.500.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 41.398. 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 38.000.. "n"tiU6 500.500. -- .- 981 33.000.';'0"::I1.'fO 386 true 17.1 ,500.517.91.981 36.000. 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 38.000. 390 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (1j1 (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.68.981 41.2,480. 392 true 500.507.92.981 33.000. 393 false 500.N/A N/A N/A N/A N/A 394 true 500.500.92.981 38.000. 395 true 500.501.92.981 38.000. 396 false 500.N/A N/A N/A N/A N/A 397 false 500.N/A N/A N/A N/A N/A 398 true 500.500.95.981 37.000. 399 true 18.48 500.518.48 93.981 37.47 000. 400 true 13.500.513.91.981 37.000. 401 true 500.500.91.981 36.000. 402 true 2.47 500.502.47 93.981 37.000. 403 true 500.500.93.981 37.000. 404 true 0.42 500.500.42 91.981 37.000. 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 500.507.64.42 981 20.983. 412 true 12.500.512.72.46 981 22.000. 413 true 500.504.74.981 24.47 000. 414 true 500.503.49.981 20.965. 415 true 500.1 ,508.48.981 20.962. 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 10.500.510.74.981 20.841 .45 419 true 500.507.74.981 20.837. 420 false 12.500.N/A N/A N/A N/A N/A 421 true 15.500.515.65.981 20.619. 422 true 500.500.66.981 20.44 659. 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 NfA 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 NfA N/A N/A N/A 432 false 500.N/A N/A N/A N/A N/A 433 false 5GG....fA ...fA .... NfA NiA1'1/1-1 434 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 20.531.14 437 true 500.501.58.981 28.358. 438 false 1.95 N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\lBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 9 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 439 true 1.95 500.501.35.981 38.732. 440 true 500.500.44.981 27.931. 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 32.000. 444 true 500.500.92.981 36.000. 445 false N/A N/A N/A N/A N/A 446 true 500.508.91.981 37.000. 447 true 500.500.91.981 35.000. 448 true 500.500.87.44 981 20.326. 449 true 1.25 500.1 ,501.86.981 20.071. 450 false N/A N/A N/A N/A N/A 451 true 500.500.83.981 35.000. 452 false N/A N/A N/A N/A N/A 453 true 500.500.91.981 35.000. 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 500.1 ,501 .90.981 36.000. 457 true 500.500.90.981 37.000. 458 false N/A N/A N/A N/A N/A 459 true 500.500.87.981 30.445. 460 true 500.500.74.981 20.482. 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 40.361. 464 true 500.500.81.86 981 22.563. 465 false N/A N/A N/A N/A N/A 466 true 500.500.84.981 20.872.41 467 false N/A N/A N/A N/A N/A 468 true 500.500.76.981 39.079. 469 true 500.500.57.981 20.521.44 470 true 500.500.78.981 33.206. 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 40.3,486. 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 NiAI'IIA 482 true 500.500.92.981 26.000. 483 false N/A N/A N/A N/A N/A 484 false N/A N/A N/A N/A N/A 485 true 500.500.90.981 20.857. 486 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (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 31.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 500.500.74.981 21.832. 500 true 500.509.76.981 20.851. 501 true 11.500.511.77.981 20.43 738. 502 true 15.500.515.74.981 27.642. 503 false N/A N/A N/A N/A N/A 504 true 500.500.78.981 43.000. 505 false N/A N/A N/A N/A N/A 506 true 500.500.80.41 981 28.000. 507 false N/A N/A N/A N/A N/A 508 true 11.500.511.75.981 20.904. 509 false N/A N/A N/A N/A N/A 510 true 500.507.65.981 41.166. 511 true 12.500.512.74.981 25.000. 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 27.52 000. 515 true 500.507.76.981 26.000. 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 20.42 000. 519 false N/A N/A N/A N/A N/A 520 true 500.505.70.981 26.000. 521 false N/A N/A N/A N/A N/A 522 true 500.506.63.981 20.680. 523 true 500.502.54.981 20.680. 524 false 16.N/A N/A N/A N/A N/A 525 true 500.1 ,502.73.981 20.846. 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"11/1-1 531 false N/A N/A N/A N/A N/A 532 true 500.507.77.981 20.745. 533 false N/A N/A N/A N/A N/A 534 true 500.507.74.981 20.3,430. 535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 15 Scenario: 2010 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)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 536 true 500.504.76.981 20.599. 537 false 28.N/A N/A N/A N/A N/A 538 true 500.502.78.981 20.801. 539 false N/A N/A N/A N/A N/A 540 true 500.1 ,505.80.981 20.235. 541 false N/A N/A N/A N/A N/A 542 true 13.500.513.82.981 21.917. 543 true 500.1 ,506.91.981 34.000. 544 true 500.509.91.981 35.000. 546 true 500.507.88.981 40.640. 547 true 500.1 ,503.90.981 37.000. 548 false N/A N/A N/A N/A N/A 549 true 500.508.88.981 26.000. 550 true 500.500.88.981 26.999. 551 true 500.1 ,500.88.981 25.000. 552 false N/A N/A N/A N/A N/A 553 true 24.500.1 ,524.89.981 25.000. 554 true 19.46 500.519.46 89.981 24.965. 555 true 10.500.510.88.981 20.733. 556 false 11.N/A N/A N/A N/A N/A 557 false N/A N/A N/A N/A N/A 558 false 11.N/A N/A N/A N/A N/A 559 true 15.500.515.88.981 20.842. 560 false N/A N/A N/A N/A N/A 561 true 500.507.90.981 28.000. 562 true 500.500.90.981 34.000. 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 500.1 ,503.92.981 36.000. 568 false 13.44 N/A N/A N/A N/A N/A 569 false N/A N/A N/A N/A N/A 570 false 12.N/A N/A N/A N/A N/A 571 true 22.500.1 ,522.69.981 20.965. 572 true 12.500.512.74.981 20.965. 573 false N/A N/A N/A N/A N/A 574 true 500.509.74.981 20.965. 575 false N/A N/A N/A N/A N/A 576 true 12.500.512.71.981 20.965. 577 true 16.500.516.74.981 20.965. 578 false N/A N/A N/A N/A N/A 579 true 14.500.514.73.981 20.965. 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 20.965. 584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 15 Scenario: 2010 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)Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 585 true 500.500.67.981 20.965. 586 false N/A N/A N/A N/A N/A 587 true 500.507.52.981 27.450. 588 true 500.500.78.981 20.014. 589 false N/A N/A N/A N/A N/A 590 true 500.500.70.981 26.146. 591 false N/A N/A N/A N/A N/A 592 true 500.500.68.981 28.968. 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 20.895. 597 false N/A N/A N/A N/A N/A 598 true 500.500.79.981 20.851. 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 1 ,500.509.68.981 25.115. 603 false N/A N/A N/A N/A N/A 604 true 500.500.61.70 981 30.560.41 605 true 500.502.77.981 20.772. 606 false N/A N/A N/A N/A N/A 607 true 500.502.79.981 20.618. 608 true 500.500.74.981 20.618. 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 15.N/A N/A N/A N/A N/A 615 false N/A N/A N/A N/A N/A 616 false 15.N/A N/A N/A N/A N/A 617 false N/A N/A N/A N/A N/A 618 false 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 31.000. 622 true 1 ,500.500.90.981 20.000. 623 false N/A N/A N/A N/A N/A 624 true 500.500.91.45 981 30.000. 625 false N/A N/A N/A N/A N/A 628 false N/A N/A N/A N/A N/A 636 false N/A N/A N/A N/A N/A 637 true 13.500.513.80.981 20.710.41 638 false 15.N/A N/A N/A N/A N/A 639 true 27.500.527.69.981 43.628. 640 false 39.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:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 15 Scenario: 2010 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) (g) 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 500.500.42.138 41.501. 824 true 500.500.38.48 150 38.501. 825 false 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 500.500.68.981 20.000. 830 true 500.500.68.981 20.998. 831 false 109.N/A N/A N/A N/A N/A 832 true 500.500.68.981 20.997. 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 500.500.68.981 20.996. 836 true 500.500.68.42 981 20.995. 837 true 500.500.68.981 20.992. 838 false N/A N/A N/A N/A N/A 840 true 500.500.68.981 20.002. 842 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 500.500.72.48 981 35.501 . 852 true i ,500.i ,500.71. . --. 35.501.J-~81 853 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/A 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/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:40 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 982 false 500.N/A N/A N/A N/A N/A I Title: INITIAL RUN w:\...\2010 scenario. wcd 01/17/07 12:15:40 lID\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 15 of 15 Scenario: 2010 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 COMMERCIAL 1.49 778.95.49 559.Zone Demand COMMERCIAL 778.49 94. 558.Zone Demand RESIDENTIAL 778.95.41 557.Zone Demand COMMERCIAL 778.95. 557.Zone Demand 103.IRRIGATION 103.778.95. 555.Zone Demand COMMERCIAL 778.96. 550.Zone Demand Composite 778.98. 554.Zone Demand COMMERCIAL 778.97. 556.Zone Demand 10.RESIDENTIAL 10.778.96. 557.Zone Demand 16.RESIDENTIAL 16.778.95. 555.Zone Demand Composite 778.96. 558.Zone Demand RESIDENTIAL 778.95. 552.Zone Demand 11.RESIDENTIAL 11.778.98. 555.Zone Demand RESIDENTIAL 778.96. 554.Zone Demand RESIDENTIAL 1.95 778.96. 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 778.96.41 554.Zone Demand RESIDENTIAL 778.97. 555.Zone Demand RESIDENTIAL 779.96. 558.Zone Demand 15.RESIDENTIAL 15.778.95. 556.Zone Demand 13.RESIDENTIAL 13.778.96.46 579.Zone Demand RESIDENTIAL 779.86.44 581.Zone Demand RESIDENTIAL 779.85.57 585.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 779.81. 590.Zone Demand RESIDENTIAL 779.82. 581.Zone Demand COMMERCIAL 779.85. 590.Zone Demand RESIDENTIAL 779.82. 594.Zone Demand RESIDENTIAL 779.80. 602.Zone Demand RESIDENTIAL 779.76. 596.Zone Demand RESIDENTIAL 779.79.41 593.Zone Demand RESIDENTIAL 779.80.49 601.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: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2010 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 605.Zone Demand RESIDENTIAL 779.75. 604.Zone Demand RESIDENTIAL 779.76. 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. 604.50 Zone Demand RESIDENTIAL 779.75. 603.Zone Demand 29.RESIDENTIAL 29.779.76.42 585.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 779.82.40 617.Zone Demand RESIDENTIAL 782.71.46 606.Zone Demand RESIDENTIAL 780.41 75. 611.Zone Demand RESIDENTIAL 779.73. 617.Zone Demand RESIDENTIAL 780.70. 618.Zone Demand RESIDENTIAL 780.44 70. 616.Zone Demand 10.RESIDENTIAL 10.780.71. 613.Zone Demand RESIDENTIAL 780.72. 607.Zone Demand RESIDENTIAL 780.74. 619.Zone Demand 11.RESIDENTIAL 11.780.69. 624.Zone Demand RESIDENTIAL 781.67. 626.Zone Demand RESIDENTIAL 786.69. 623.Zone Demand 12.RESIDENTIAL 12.786.70. 618.Zone Demand RESIDENTIAL 784.72. 618.Zone Demand RESIDENTIAL 784.72. 618.Zone Demand RESIDENTIAL 784.72. 618.Zone Demand RESIDENTIAL 784.72. 616.Zone Demand RESIDENTIAL 784.44 72. 619.Zone Demand RESIDENTIAL 782.70. 619.Zone Demand RESIDENTIAL 782.70. 618.Zone Demand RESIDENTIAL 782.71. 619.Zone Demand 14.RESIDENTIAL 14.782.70. 621.Zone Demand Composite 787.71. 615.Zone Demand RESIDENTIAL 782.72. 612.Zone Demand RESIDENTIAL 782.73.41 611.Zone Demand RESIDENTIAL 782.74. 100 609.Zone Demand Composite 782.74. 101 610.Zone Demand RESIDENTIAL 782.74.49 102 615.Zone Demand RESIDENTIAL 782.72. 103 615.Zone Demand RESIDENTIAL 782.72. 104 607.Zone Demand RESIDENTIAL 782.75. 105 603.Zone Demand RESIDENTIAL 782.77.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2010 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 10.782.81. 107 612.Zone Demand 11.Composite 11.782.73.46 108 612.Zone Demand RESIDENTIAL 782.73. 109 610.Zone Demand RESIDENTIAL 782.74. 110 610.Zone Demand RESIDENTIAL 782.74. 111 610.Zone Demand RESIDENTIAL 782.74. 112 614.Zone Demand RESIDENTIAL 782.72. 113 611.Zone Demand RESIDENTIAL 782.73. 114 617.Zone Demand RESIDENTIAL 782.71. 115 564.Zone Demand RESIDENTIAL 778.92. 116 620.Zone Demand RESIDENTIAL 787.72. 117 621.Zone Demand RESIDENTIAL 787.71. 118 579.Zone Demand RESIDENTIAL 776.85. 119 623.Zone Demand RESIDENTIAL 790.72. 120 624.Zone Demand RESIDENTIAL 789.71. 121 627.Zone Demand RESIDENTIAL 794.72. 122 618.Zone Demand RESIDENTIAL 787.73. 123 624.Zone Demand 13.RESIDENTIAL 13.787.70. 124 588.Zone Demand COMMERCIAL 752.71. 125 623.Zone Demand 15.RESIDENTIAL 15.787.71. 126 620.Zone Demand RESIDENTIAL 787.72. 127 605.Zone Demand RESIDENTIAL 779.75. 128 619.Zone Demand RESIDENTIAL 782.70. 131 553.Zone Demand COMMERCIAL 778.97. 132 624.Zone Demand RESIDENTIAL 787.70. 133 564.Zone Demand 13.RESIDENTIAL 13.778.92. 134 558.Zone Demand 11.RESIDENTIAL 11.778.41 95. 135 557.Zone Demand 29.COMMERCIAL 29.778.95. 136 626.Zone Demand RESIDENTIAL 789.70. 137 553.Zone Demand 1.95 RESIDENTIAL 778.97.48 138 638.Zone Demand 11.RESIDENTIAL 11.794.67. 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 779.73.44 144 611.Zone Demand RESIDENTIAL 779.72. 145 566.Zone Demand RESIDENTIAL 778.92. 146 563.Zone Demand RESIDENTIAL 777.92. 147 615.Zone Demand 4.48 RESIDENTIAL 4.48 780.41 71. 148 623.Zone Demand 10.RESIDENTIAL 10.789.71.93 149 621.Zone Demand 29.RESIDENTIAL 29.787.72. 150 620.Zone Demand RESIDENTIAL 789.73. 151 624.Zone Demand 12.RESIDENTIAL 12.789.71.46 152 625.Zone Demand 13.RESIDENTIAL 13.789.71. 153 626.Zone Demand RESIDENTIAL 789.70. 154 561.Zone Demand 13.RESIDENTIAL 13.776.93. 155 556.Zone Demand 16.RESIDENTIAL 16.776.95. 156 556.Zone Demand RESIDENTIAL 776.95.48 157 559.Zone Demand COMMERCIAL 776.40 93. 158 562.Zone Demand 25.Composite 25.776.92. 159 561.Zone Demand 20.43 RESIDENTIAL 20.43 776.93. Title: INITIAL RUN W:\...\2010 scenario.wed 01/17/07 12:15:55 lID\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 3 of 13 Scenario: 2010 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 776.93. 163 558.Zone Demand Composite 776.94. 164 556.Zone Demand 15.RESIDENTIAL 15.776.94. 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 776.96. 169 553.Zone Demand RESIDENTIAL 776.96. 170 554.Zone Demand 6.51 Composite 776.95. 171 556.Zone Demand 13.Composite 13.776.94. 172 555.Zone Demand RESIDENTIAL 776.95.41 173 556.Zone Demand Composite 776.94. 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 23.Composite 23.776.93. 178 557.Zone Demand 10.RESIDENTIAL 10.776.94. 179 559.Zone Demand 36.Composite 36.776.93. 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 Composite 776.96. 193 551.Zone Demand RESIDENTIAL 776.97. 194 553.Zone Demand RESIDENTIAL 776.96. 195 555.Zone Demand 49.Composite 49.776.95. 196 556.Zone Demand RESIDENTIAL 776.95. 197 551.Zone Demand 30.Composite 30.776.97. 198 553.Zone Demand RESIDENTIAL 776.96. 199 549.Zone Demand RESIDENTIAL 776.98. 200 616.Zone Demand Composite 779.70. 201 617.Zone Demand RESIDENTIAL 779.70. 202 601.Zone Demand RESIDENTIAL 779.49 77. 203 600.Zone Demand RESIDENTIAL 779.46 77. 204 603.Zone Demand RESIDENTIAL 779.44 76. 205 603.Zone Demand RESIDENTIAL 779.44 76. 206 603.Zone Demand RESIDENTIAL 779.44 76. 207 603.Zone Demand RESIDENTIAL 779.44 76. 208 599.Zone Demand RESIDENTIAL 779.46 78. 209 577.Zone Demand RESIDENTIAL 779.87. 210 597.Zone Demand RESIDENTIAL 779.79. 211 597.Zone Demand RESIDENTIAL 779.78.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario. wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Scenario: 2010 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 212 591.Zone Demand RESIDENTIAL 779.81.40 213 592.Zone Demand RESIDENTIAL 779.81. 214 587.Zone Demand RESIDENTIAL 779.83. 215 552.Zone Demand RESIDENTIAL 11.778.98. 216 553.Zone Demand RESIDENTIAL 778.97. 217 553.Zone Demand RESIDENTIAL 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 779.93.48 222 564.Zone Demand RESIDENTIAL 779.92. 223 564.Zone Demand 0.49 COMMERCIAL 0.49 778.92. 224 561.50 Zone Demand RESIDENTIAL 778.94. 225 562.Zone Demand COMMERCIAL 778.93. 226 561.Zone Demand RESIDENTIAL 778.94. 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 10.774.89. 231 558.Zone Demand RESIDENTIAL 774.93.49 232 565.Zone Demand 16.Composite 16.775.90. 233 565.Zone Demand Composite 774.90. 234 565.Zone Demand 12.COMMERCIAL 12.784.94. 235 603.Zone Demand Fixed 779.43 76. 236 613.Zone Demand 69.44 RESIDENTIAL 69.44 779.71. 237 565.Zone Demand IRRIGATION 783.40 94. 238 568.Zone Demand Composite 777.90. 239 569.Zone Demand RESIDENTIAL 777.90. 240 569.Zone Demand 26.IRRIGATION 26.775.89. 241 583.Zone Demand RESIDENTIAL 776.49 83. 242 570.Zone Demand RESIDENTIAL 773.88. 243 568.Zone Demand RESIDENTIAL 773.88. 244 566.Zone Demand 11.RESIDENTIAL 11.772.89. 245 564.Zone Demand RESIDENTIAL 773.90.43 246 569.Zone Demand RESIDENTIAL 772.88. 247 572.Zone Demand RESIDENTIAL 759.81. 248 571.Zone Demand RESIDENTIAL 771.86. 249 570.Zone Demand RESIDENTIAL 772.87. 250 571.Zone Demand Composite 771.48 86. 251 573.Zone Demand RESIDENTIAL 770.85. 252 570.Zone Demand IRRIGATION 771.49 87. 253 571.Zone Demand RESIDENTIAL 771.49 86. 254 573.Zone Demand RESIDENTIAL 770.85. 255 573.Zone Demand RESIDENTIAL 770.85. 256 577.Zone Demand COMMERCIAL 769.83. 257 628.Zone Demand RESIDENTIAL 797.73. 258 639.Zone Demand RESIDENTIAL 801 .70. 259 638.Zone Demand RESIDENTIAL 801.70. 260 635.Zone Demand RESIDENTIAL 801.72. 261 633.Zone Demand RESIDENTIAL 1.95 801.73. 262 634.Zone Demand RESIDENTIAL 801.72. 263 625.Zone Demand RESIDENTIAL 801.76.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:55IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 Scenario: 2010 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattem Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 264 634.Zone Demand RESIDENTIAL 801.72. 265 633.Zone Demand RESIDENTIAL 801.73. 266 635.Zone Demand 16.RESIDENTIAL 16.802.72. 267 636.Zone Demand RESIDENTIAL 802.71. 268 632.Zone Demand 14.RESIDENTIAL 14.802.73. 269 633.Zone Demand RESIDENTIAL 803.73. 270 630.Zone Demand 11.RESIDENTIAL 11.803.75. 271 632.Zone Demand 2.46 Composite 2.46 803.74. 272 638.Zone Demand RESIDENTIAL 803.71. 273 634.Zone Demand RESIDENTIAL 803.73.46 274 634.Zone Demand RESIDENTIAL 803.73. 275 635.Zone Demand 10.RESIDENTIAL 10.803.73. 276 635.Zone Demand 14.RESIDENTIAL 14.803.72. 277 636.Zone Demand 10.RESIDENTIAL 10.803.72. 278 641.Zone Demand 19.47 RESIDENTIAL 19.47 804.70. 279 638.Zone Demand 4.46 Composite 4.46 804.71. 280 639.Zone Demand RESIDENTIAL 804.71. 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 821.79.41 285 636.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 822.77. 290 647.Zone Demand RESIDENTIAL 822.75. 291 643.Zone Demand RESIDENTIAL 822.77 .48 292 654.Zone Demand RESIDENTIAL 822.72. 293 654.Zone Demand Composite 822.72. 294 667.Zone Demand IRRIGATION 837.73. 295 565.Zone Demand COMMERCIAL 783.40 94. 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. 300 670.Zone Demand RESIDENTIAL 842.74. 301 664.Zone Demand RESIDENTIAL 844.78. 302 664.Zone Demand RESIDENTIAL 842.76. 303 667.Zone Demand RESIDENTIAL 846.77. 304 670.Zone Demand RESIDENTIAL 846.76.41 305 667.Zone Demand 14.RESIDENTIAL 14.849.78. 306 665.Zone Demand 15.RESIDENTIAL 15.851.80. 307 664.Zone Demand 10.RESIDENTIAL 10.855.82. 308 670.Zone Demand 10.RESIDENTIAL 10.855.80. 309 660.Zone Demand 16.RESIDENTIAL 16.859.86. 310 662.Zone Demand 25.RESIDENTIAL 25.860.85. 311 665.Zone Demand RESIDENTIAL 841.76. 312 655.Zone Demand 274.Composite 274.856.45 87. 313 652.Zone Demand RESIDENTIAL 858.89. 314 660.Zone Demand RESIDENTIAL 842.78. 315 645.Zone Demand RESIDENTIAL 866.95.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 13 Scenario: 2010 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 316 643.Zone Demand RESIDENTIAL 748.45. 317 631.Zone Demand RESIDENTIAL 781.64. 318 577.Zone Demand 14.RESIDENTIAL 14.779.87. 319 566.Zone Demand 17.Composite 17.778.92. 320 563.Zone Demand RESIDENTIAL 777.92. 321 647.Zone Demand 18.48 RESIDENTIAL 18.48 864.93. 322 592.Zone Demand RESIDENTIAL 746.67. 323 572.Zone Demand RESIDENTIAL 758.48 80.46 325 645.Zone Demand RESIDENTIAL 867.95. 326 565.Zone Demand RESIDENTIAL 773.89. 327 565.Zone Demand RESIDENTIAL 772.89. 328 565.Zone Demand RESIDENTIAL 772.89. 329 565.Zone Demand RESIDENTIAL 772.89. 330 565.Zone Demand RESIDENTIAL 772.89. 331 566.Zone Demand RESIDENTIAL 772.89. 332 568.Zone Demand 10.RESIDENTIAL 10.770.87.40 333 569.Zone Demand Composite 770.47 86. 334 571.Zone Demand 10.RESIDENTIAL 10.770.86. 335 572.Zone Demand RESIDENTIAL 771.86. 336 571.Zone Demand RESIDENTIAL 770.86. 337 571.Zone Demand RESIDENTIAL 768.85. 338 572.Zone Demand RESIDENTIAL 769.85. 339 573.Zone Demand RESIDENTIAL 769.85. 340 572.Zone Demand RESIDENTIAL 770.85. 341 571.Zone Demand RESIDENTIAL 766.84. 342 572.Zone Demand RESIDENTIAL 766.84. 343 570.Zone Demand RESIDENTIAL 764.84. 344 573.Zone Demand RESIDENTIAL 760.80. 345 572.Zone Demand 11.Composite 11.759.81. 346 632.Zone Demand 6.43 Composite 6.43 821.82. 347 630.Zone Demand RESIDENTIAL 821.82. 348 630.Zone Demand 13.44 RESIDENTIAL 13.44 821.82. 349 633.Zone Demand RESIDENTIAL 821.81.70 350 638.Zone Demand RESIDENTIAL 821.79. 351 640.Zone Demand RESIDENTIAL 821.78. 352 640.Zone Demand 11.RESIDENTIAL 11.821.78.47 353 680.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 11.855.67.40 358 699.Zone Demand RESIDENTIAL 837.59. 359 701.Zone Demand RESIDENTIAL 837.58. 360 717.Zone Demand RESIDENTIAL 837.51. 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 776.84. 369 550.Zone Demand COMMERCIAL 778.46 98. 370 578.Zone Demand RESIDENTIAL 776.85.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2010 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 371 554.Zone Demand 19.COMMERCIAL 19.778.97. 372 555.Zone Demand IRRIGATION 778.96.49 373 556.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 15.778.99.377 549.Zone Demand RESIDENTIAL 778.99. 378 550.Zone Demand 12.40 COMMERCIAL 12.778.98. 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 778.95. 389 554.Zone Demand RESIDENTIAL 779.97.40 390 553.Zone Demand Composite 779.97. 391 555.Zone Demand RESIDENTIAL 779.96. 392 554.Zone Demand COMMERCIAL 779.97.40393552.Zone Demand Composite 779.98. 394 557.Zone Demand RESIDENTIAL 779.96.395 558.Zone Demand COMMERCIAL 1.07 779.95. 396 560.Zone Demand RESIDENTIAL 779.94.397 560.Zone Demand Composite 779.94. 398 552.Zone Demand RESIDENTIAL 779.98.399 554.Zone Demand 18.48 RESIDENTIAL 18.779.97.42 400 556.Zone Demand 13.43 Composite 13.779.96. 401 559.Zone Demand RESIDENTIAL 779.94. 402 555.Zone Demand COMMERCIAL 2.47 779.96.403 555.Zone Demand RESIDENTIAL 779.45 97. 404 562.Zone Demand 0.42 COMMERCIAL 0.42 779.94. 405 567.Zone Demand COMMERCIAL 780.92. 406 553.Zone Demand RESIDENTIAL 779.97. 407 563.Zone Demand RESIDENTIAL 780.94. 408 565.Zone Demand RESIDENTIAL 778.92.47 409 558.Zone Demand RESIDENTIAL 779.95. 410 627.Zone Demand 10.RESIDENTIAL 10.780.66. 411 621.Zone Demand Composite 780.69. 412 602.Zone Demand 12.RESIDENTIAL 12.780.76. 413 599.Zone Demand RESIDENTIAL 780.78.414 716.Zone Demand RESIDENTIAL 855.60. 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 10.774.43 92. 419 560.Zone Demand RESIDENTIAL 774.43 92. 420 573.Zone Demand 12.RESIDENTIAL 12.774.86. 421 574.Zone Demand 15.Composite 15.773.86. 422 573.Zone Demand RESIDENTIAL 774.86.Title: INITIAL RUN Project Engineer; DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 13 Scenario: 2010 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 423 565.Zone Demand RESIDENTIAL 774.90. 424 566.Zone Demand RESIDENTIAL 774.90. 425 578.Zone Demand RESIDENTIAL 776.85. 426 578.Zone Demand RESIDENTIAL 776.85. 427 579.Zone Demand RESIDENTIAL 776.85. 428 579.Zone Demand COMMERCIAL 776.85. 429 576.Zone Demand RESIDENTIAL 776.86. 430 576.Zone Demand RESIDENTIAL 776.86. 431 576.Zone Demand COMMERCIAL 776.86. 432 576.Zone Demand COMMERCIAL 776.86. 433 572.Zone Demand COMMERCIAL 776.88. 434 572.Zone Demand Composite 776.88. 435 578.Zone Demand RESIDENTIAL 776.85. 436 579.Zone Demand RESIDENTIAL 776.85. 437 578.Zone Demand RESIDENTIAL 776.85. 438 579.Zone Demand RESIDENTIAL 776.85. 439 580.Zone Demand RESIDENTIAL 776.84. 440 580.Zone Demand Composite 776.84. 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. 448 555.Zone Demand RESIDENTIAL 778.96. 449 554.Zone Demand COMMERCIAL 778.97. 450 556.Zone Demand RESIDENTIAL 778.96. 451 556.Zone Demand RESIDENTIAL 778.96. 452 556.Zone Demand RESIDENTIAL 778.96.40 453 556.Zone Demand COMMERCIAL 778.96. 454 557.Zone Demand RESIDENTIAL 778.95. 455 557.Zone Demand RESIDENTIAL 778.95. 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. 462 556.Zone Demand RESIDENTIAL 778.96. 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 779.42 96. 474 559.Zone Demand RESIDENTIAL 778.94.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 13 Label 475 476 477 478 479 480 481 482 483 484 485 486 487 J-488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 527 Elevation (It) Zone Type Base Flow (gpm) Scenario: 2010 Fire Flow Analysis Junction Report Pattern Demand (Calculated) (gpm) Calculated Hydraulic Grade (It) 778. 778. 778. 779.42 778. 778. 778. 778. 778. 778. 778. 778. 778. 778. 774.47 774. 774. 773. 773. 773. 821. 821. 821. 821.80 821.80 821. 821. 821. 821. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 779. 760. 760. 759. 774. 774. Pressure (psi) 95. 97. 97. 96. 97. 97. 96. 97. 97. 97. 97. 97. 97. 97. 92. 90. 90. 88. 88. 85. 78. 83. 83. 83. 83. 84. 90. 90. 88. 83. 83. 84. 69. 81. 82. 80. 80. 79. 72. 77. 80. 72. 82. 76. 76. 75. 70. 80. 78. 80. 93. 87.42Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:15:55IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 10 of 13 558.00 Zone 553.00 Zone 553.00 Zone 555.50 Zone 553.50 Zone 553.50 Zone 555.50 Zone 552.50 Zone 554.00 Zone 554.00 Zone 554.00 Zone 554.00 Zone 552.50 Zone 552.50 Zone 561.00 Zone 565.50 Zone 565.50 Zone 569.00 Zone 570.00 Zone 575.50 Zone 639.50 Zone 628.50 Zone 628.50 Zone 628.00 Zone 628.00 Zone 625.50 Zone 613.50 Zone 612.50 Zone 616.50 Zone 587.50 Zone 587.50 Zone 584.00 Zone 618.00 Zone 592.00 Zone 588.00 Zone 594.00 Zone 594.50 Zone 595.00 Zone 612.00 Zone 601.50 Zone 593.50 Zone 612.00 Zone 589.00 Zone 603.00 Zone 604.00 Zone 604.50 Zone 616.50 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 575.00 Zone 578.00 Zone 574.00 Zone 559.50 Zone 572.00 Zone Demand Demand Demand Demand Demand 31. 12. 11. 15. 11. 12. 16. RESIDENTIAL COMMERCIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL IRRIGATION RESIDENTIAL RESIDENTIAL COMMERCIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL Composite IRRIGATION RESIDENTIAL RESIDENTIAL 31. 12. 11. 15. 11. 12. 16. Scenario: 2010 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 779.82. 529 546.Zone Demand 12.RESIDENTIAL 12.776.99. 530 552.Zone Demand RESIDENTIAL 776.96. 531 579.Zone Demand RESIDENTIAL 779.86. 532 572.Zone Demand RESIDENTIAL 779.89. 533 572.Zone Demand RESIDENTIAL 779.89. 534 572.Zone Demand RESIDENTIAL 779.89. 535 572.Zone Demand RESIDENTIAL 779.89. 536 571.Zone Demand RESIDENTIAL 779.90. 537 569.Zone Demand 28.RESIDENTIAL 28.779.90. 538 571.Zone Demand RESIDENTIAL 779.90. 539 572.Zone Demand RESIDENTIAL 779.89. 540 571.Zone Demand RESIDENTIAL 779.90. 541 572.Zone Demand RESIDENTIAL 779.89. 542 572.Zone Demand 13.RESIDENTIAL 13.779.89. 543 553.Zone Demand Composite 778.97. 544 554.Zone Demand Composite 778.97. 546 555.Zone Demand RESIDENTIAL 778.96. 547 558.Zone Demand Composite 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 11.Composite 11.778.95. 557 560.Zone Demand RESIDENTIAL 778.94. 558 561.50 Zone Demand 11.Composite 11.778.94. 559 559.Zone Demand 15.RESIDENTIAL 15.778.95. 560 558.Zone Demand Composite 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 778.96. 568 615.Zone Demand 13.44 RESIDENTIAL 13.44 821.89. 569 595.Zone Demand RESIDENTIAL 821.98. 570 597.Zone Demand 12.RESIDENTIAL 12.821.97. 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 16.842.83. 578 649.Zone Demand RESIDENTIAL 841.83.49 579 642.Zone Demand 14.RESIDENTIAL 14.842.86. 580 645.Zone Demand RESIDENTIAL 842.85. Title: INITIAL RUN w:\...\2010 scenario.wcd 01/17/07 12:15:55 lID\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 11 of 13 Scenario: 2010 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 842.85. 582 643.Zone Demand RESIDENTIAL 842.85. 583 648.Zone Demand RESIDENTIAL 842.83. 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 809.68. 588 583.Zone Demand RESIDENTIAL 776.83. 589 576.Zone Demand COMMERCIAL 775.86. 590 574.Zone Demand RESIDENTIAL 775.87. 591 579.Zone Demand COMMERCIAL 776.41 85. 592 578.Zone Demand Composite 776.85. 593 579.Zone Demand 77.IRRIGATION 77.776.85. 594 578.Zone Demand RESIDENTIAL 776.85.49 595 578.Zone Demand RESIDENTIAL 775.85. 596 578.Zone Demand RESIDENTIAL 775.85. 597 578.Zone Demand RESIDENTIAL 775.85. 598 577.Zone Demand RESIDENTIAL 775.85. 599 576.Zone Demand RESIDENTIAL 775.86. 600 576.Zone Demand RESIDENTIAL 775.86. 601 577.Zone Demand COMMERCIAL 775.85. 602 577.Zone Demand COMMERCIAL 775.85.47 603 575.Zone Demand RESIDENTIAL 775.86. 604 577.Zone Demand RESIDENTIAL 775.85. 605 578.Zone Demand COMMERCIAL 774.84. 606 578.Zone Demand RESIDENTIAL 774.84. 607 572.Zone Demand COMMERCIAL 771.86.40 608 575.Zone Demand RESIDENTIAL 771.84. 609 575.Zone Demand RESIDENTIAL 771.84. 610 577.Zone Demand RESIDENTIAL 770.42 83. 611 577.Zone Demand RESIDENTIAL 770.42 83.47 612 577.Zone Demand RESIDENTIAL 770.83. 613 577.Zone Demand RESIDENTIAL 770.22 83. 614 577.Zone Demand 15.Composite 15.770.83. 615 578.Zone Demand COMMERCIAL 770.83. 616 580.Zone Demand 15.Composite 15.769.81. 617 562.Zone Demand RESIDENTIAL 780.94. 618 562.Zone Demand Composite 781.94. 619 562.Zone Demand RESIDENTIAL 781.17 94. 620 566.Zone Demand RESIDENTIAL 782.93.46 621 566.Zone Demand COMMERCIAL 782.93. 622 566.Zone Demand RESIDENTIAL 782.93. 623 567.Zone Demand Composite 782.93. 624 567.Zone Demand RESIDENTIAL 783.93. 625 567.Zone Demand RESIDENTIAL 783.93. 628 569.Zone Demand Composite 783.92. 636 578.Zone Demand RESIDENTIAL 776.85. 637 558.Zone Demand 13.RESIDENTIAL 13.775.94. 638 559.Zone Demand 15.RESIDENTIAL 15.775.93. 639 556.Zone Demand 27.Composite 27.775.95. 640 564.Zone Demand 39.RESIDENTIAL 39.776.91. 650 610.Zone Demand 22.RESIDENTIAL 22.780.73.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:15:55 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2010 Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 651 553.Zone Demand 12.RESIDENTIAL 12.778.97.48 653 627.Zone Demand 16.RESIDENTIAL 16.789.70.45 654 682.Zone Demand 21.40 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 16.775.92. 658 598.Zone Demand RESIDENTIAL 779.78. 659 638.Zone Demand RESIDENTIAL 752.49.45 660 640.Zone Demand COMMERCIAL 752.48. 661 641.Zone Demand RESIDENTIAL 752.48. 750 652.Zone Demand RESIDENTIAL 858.42 89. 751 571.Zone Demand RESIDENTIAL 764.83. 752 567.Zone Demand 20.COMMERCIAL 20.780.92. 813 565.Zone Demand Fixed 774.90. 814 560.Zone Demand Fixed 774.92. 822 615.Zone Demand Fixed 779.71. 823 636.Zone Demand Fixed 794.68. 824 621.Zone Demand Fixed 789.73. 825 609.Zone Demand COMMERCIAL 762.66. 826 579.Zone Demand Fixed 776.85. 827 579.Zone Demand Fixed 776.85. 828 585.Zone Demand Fixed 776.82. 829 585.Zone Demand Fixed 776.82. 830 585.Zone Demand Fixed 776.82. 831 585.Zone Demand 109.Fixed 109.776.82. 832 585.Zone Demand Fixed 776.82. 833 585.Zone Demand Fixed 776.82. 834 585.Zone Demand Fixed 776.82. 835 585.Zone Demand Fixed 776.82. 836 585.Zone Demand Fixed 776.82. 837 585.Zone Demand Fixed 776.82. 838 585.Zone Demand Fixed 776.82. 840 585.Zone Demand Fixed 776.82. 842 552.Zone Demand Fixed 776.96. 844 663.Zone Demand RESIDENTIAL 831.72. 845 664.Zone Demand Fixed 833.73. 846 665.Zone Demand Fixed 835.73. 847 661.Zone Demand RESIDENTIAL 831.73. 848 664.Zone Demand RESIDENTIAL 833.73. 849 665.Zone Demand RESIDENTIAL 835.73. 850 567.Zone Demand Fixed 783.93. 851 574.Zone Demand Fixed 770.42 84. 852 574.Zone Demand Fixed 770.42 84. 853 575.Zone Demand Fixed 770.42 84. 901 591.Zone Demand Fixed 779.81. 906 553.Zone Demand COMMERCIAL 776.96. 917 625.Zone Demand Fixed 782.67. 981 640.Zone Demand Fixed 740.43. 982 644.Zone Demand Fixed 748.45. Title: INITIAL RUN w:\...\2010 scenario.wcd 01/17/07 12:15:55 mlBentley 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: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl10001t)Headloss (It) 370.PVC Open 296.777.776. 266.PVC Open 777.777. 365.PVC Open 307.778.777. 357.PVC Open 198.778.49 778. 369.PVC Open 64.0.41 778.778.49 223.PVC Open 778.778. 358.PVC Open 65.0.42 778.778. 530.PVC Open 53.778.778. 320.PVC Open 778.778. 680.PVC Open 94.778.778. 314.PVC Open 128.778.778. 520.PVC Open 60.778.778. 660.PVC Open 67.0.43 778.778. 130.PVC Open 778.778. 770.PVC Open 12.778.778. 446.PVC Open 78.778.778. 380.PVC Open 102.778.778. 270.PVC Open 39.778.778. 440.PVC Open 18.778.778. 83.PVC Open 778.778. 72.PVC Open 17.778.778. 572.PVC Open 34.778.778. 195.PVC Open 47.778.778. 826.PVC Open 12.778.778. 368.PVC Open 81.778.778. 282.PVC Open 100.778.778. 228.PVC Open 115.779.778. 603.PVC Open 68.0.44 779.778. 340.PVC Open 47.778.778. 560.PVC Open 778.778. 249.PVC Open 148.778.778.0.47 660.PVC Open 157.779.778. 400.PVC Open 779.779. 171.PVC Open 164.779.779. 375.PVC Open 127.779.779. 180.PVC Open 12.48 779.779. 318.PVC Open 11.779.779. 310.PVC Open 28.779.779. 238.PVC Open 779.779. 250.Asbesto Open 779.779. 164.PVC Open 10.779.779. 64.PVC Open 84.778.778. 80.PVC Open 148.779.779.0.47 479.PVC Open 75.0.48 779.779. 70.PVC Open 40.779.779. A'"61.00 " n m/"Open 15.778.778.r -..u r vv 451.PVC Open 34.779.779. 172.PVC Open 57.779.779. 149.PVC Open 19.779.779. 390.Asbesto Open 11.779.779. 250.Asbesto Open 779.779.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 16 Scenario: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl1 0001t)Headloss (It) 390.Asbesto.Open 779.779. 261.Asbesto Open 17.779.779. 211.Asbesto Open 779.779. 330.Asbesto Open 779.779. 352.PVC Open 29.779.779. 330.PVC Open 33.779.779. 220.PVC Open 71.779.779. 444.PVC Open 779.779. 31.PVC Open 85.779.779. 83.PVC Open 88.779.779. 87.Ductile I Open 435.612.611.17. 15.PVC Open 88.44 779.779. 251.PVC Open 123.779.779. 334.PVC Open 779.779. 129.PVC Open 37.779.779. 556.PVC Open 15.779.779. 387.PVC Open 38.779.779. 131.PVC Open 9.41 779.779. 150.PVC Open 38.779.779. 326.PVC Open 47.779.779. 570.PVC Open 22.779.779. 280.PVC Open 35.779.779. 402.PVC Open 779.779. pc77 150.PVC Open 119.779.779. 700.PVC Open 49.779.779. 325.PVC Open 59.779.779. 360.PVC Open 779.779. 158.PVC Open 779.779. 985.PVC Open 24.779.779. 930.PVC Open 122.47 779.779. 550.PVC Open 779.779. 410.PVC Open 193.779.779. 660.PVC Open 103.40 779.779. 130.PVC Open 779.779. 314.PVC Open 779.779. 283.PVC Open 137.45 782.779. 910.PVC Open 147.782.780.41 383.PVC Open 279.780.41 779. 300.PVC Open 97.779.779. 292.PVC Open 175.779.779. 372.PVC Open 139.44 780.780.41 0.42 150.PVC Open 780.780.44 340.PVC Open 148.780.780.0.47 125.PVC Open 116.780.780. 158.PVC Open 780.780. 360.PVC Open 124.780.780. 100 809.PVC Open 42.0.48 780.780. 101 95.PVC Open 779.779. 102 620.PVC Open 178.781.780.0.41 103 150.PVC Open 83.786.786. 104 980.PVC Open 148.1.69 786.784.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 2 of 16 Scenario: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl10001t)Headloss (It) 1 05 280.PVC Open 15.784.784. 106 50.PVC Open 124.1.42 784.784. 107 233.PVC Open 5.44 784.784. 108 110.PVC Open 784.784. 109 207.PVC Open 127.1.44 784.784.1.47 110 300.PVC Open 302.3.43 784.44 782. 111 470.PVC Open 782.782. 112 120.PVC Open 0.40 782.782. 113 124.PVC Open 782.782. 114 145.PVC Open 782.782. 115 430.PVC Open 14.782.782. 116 316.PVC Open 782.782. 117 250.PVC Open 18.782.782. 118 190.PVC Open 782.782. 119 240.PVC Open 24.782.782. 120 621.PVC Open 17.782.782. 121 100.PVC Open 782.782. 122 280.PVC Open 782.782. 123 140.PVC Open 782.782. 124 530.PVC Open 782.782. 125 270.PVC Open 46.782.782. 126 78.PVC Open 13.782.782. 127 610.PVC Open 10.782.782. 128 430.PVC Open 59.782.782. 129 250.PVC Open 2.47 782.782. 130 480.PVC Open 10.782.782. 131 100.PVC Open 782.782. 132 80.PVC Open 782.782. 133 165.PVC Open 16.782.782. 134 270.PVC Open 782.782. 135 243.PVC Open 29.782.782. 136 600.PVC Open 408.782.780. 137 300.PVC Open 444.787.782. 138 194.PVC Open 22.787.787. 139 200.PVC Open 73.787.782. 140 400.PVC Open 95.787.787. 141 67.PVC Open 282.43 787.787. 142 940.PVC Open 182.787.784.44 143 95.PVC Open 427.787.41 787.3.43 144 700.PVC Open 465.790.787.41 145 260.PVC Open 232.1.49 789.789.1.08 146 420.PVC Open 766.794.790.10.4.42 147 656.PVC Open 32.787.41 787. 148 548.PVC Open 11.787.787. 149 1 ,112.PVC Open 787.787. 150 867.12.pve Open 813.758.48 752. 151 601.PVC Open 787.787. 152 570.PVC Open 722.786.781.29 154 Ductile I Open 69.611.611. 155 Ductile I Open 141.611.610. 156 Ductile I Open 611.611.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15IID\1Bentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 16 Scenario: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl10001t)Headloss (It) 157 20.Ductile I Open 69.779.779. 158 15.Ductile I Open 141.779.779. 159 10.Ductile I Open 779.779. 160 170.PVC Open 68.0.43 778.778. 161 575.PVC Open 59.778.778.41 162 797.PVC Open 22.778.778. 163 505.PVC Open 93.778.778.0.42 164 420.PVC Open 640.789.786.7.43 165 150.PVC Open 49.789.789. 166 507.PVC Open 404.780.778.1.56 167 96.PVC Open 107.534.534. 169 48.PVC Open 107.779.779. 170 364.PVC Open 778.778. 171 880.PVC Open 689.4.40 797.789. 172 340.PVC Open 17.778.778. 173 160.PVC Open 778.778. 174 460.PVC Open 778.778. 175 260.PVC Open 28.779.779. 176 80.PVC Open 779.779. 177 170.PVC Open 42.778.778. 178 420.PVC Open 778.778. 179 393.PVC Open 20.778.778. 180 120.PVC Open 778.778. 181 394.PVC Open 778.778. 182 225.PVC Open 778.778. 183 442.PVC Open 40.2,778.778. 185 258.PVC Open 284.789.789. 186 300.PVC Open 114.789.787.1.57 187 700.PVC Open 159.789.787. 188 800.PVC Open 245.787.786. 189 158.PVC Open 300.43 790.789. 190 700.PVC Open 44.789.789. 191 260.PVC Open 78.789.789. 192 700.PVC Open 20.789.789. 193 698.PVC Open 33.46 789.789. 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 261.1.67 776.776.40 199 846.PVC Open 25.776.40 776. 200 095.PVC Open 73.0.47 776.776. 201 221.PVC Open 233.1.49 776.40 776. 202 273.PVC Open 93.776.776. 203 523.PVC Open 65.45 776.776. 204 573.pve Open 28.776.776. 205 257.PVC Open 776.776. 206 616.PVC Open 53.776.776. 207 173.PVC Open 776.776. 208 796.PVC Open 34.776.776. 209 188.PVC Open 776.776.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 16 Scenario: 2010 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) 210 310.PVC Open 22.776.776. 211 158.PVC Open 776.776. 212 275.PVC Open 16.776.776. 213 272.PVC Open 13.776.776. 214 270.PVC Open 776.776. 215 438.PVC Open 776.776. 216 49.PVC Open 776.776. 217 129.PVC Open 776.776. 218 168.PVC Open 19.776.776. 219 462.PVC Open 10.776.776. 220 225.PVC Open 97.776.776. 221 276.PVC Open 63.0.40 776.776. 223 460.PVC Open 48.43 776.776. 224 737.12.PVC Open 85.776.776. 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 92.776.776. 233 464.PVC Open 776.776. 234 494.PVC Open 776.776. 235 332.12.PVC Open 70.776.776. 236 458.PVC Open 776.776. 237 298.PVC Open 776.776. 238 363.12.PVC Open 59.40 776.776. 239 465.PVC Open 49.776.776. 240 513.12.PVC Open 776.776. 241 654.PVC Open 17.778.778. 242 880.12.PVC Open 99.779.779. 243 980.12.PVC Open 274.779.779. 244 759.12.PVC Open 91.779.779. 245 100.12.PVC Open 779.779. 246 430.PVC Open 86.779.779.49 247 712.PVC Open 36.779.49 779.46 248 760.PVC Open 47.779.49 779.44 249 50.PVC Open 779.44 779.44 250 263.PVC Open 25.779.44 779.43 251 50.PVC Open 779.44 779.44 252 800.PVC Open 30.779.779.44 253 655.12.PVC Open 73.779.779. 254 370.PVC Open 73.0.47 779.779. 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 386.2.47 778.777. 261 167.PVC Open 607.777.776. Title: INITIAL RUN w:\...\2010 scenario.wcd 01/17/07 12:16:15IID\1Bentley 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 16 Scenario: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl1 0001t)Headloss (It) 262 395.PVC Open 371.776.775. 263 527.PVC Open 176.48 775.775. 264 477.PVC Open 182.775.775. 265 341.PVC Open 34.775.775. 266 261.PVC Open 203.775.774. 267 136.PVC Open 276.774.774. 268 604.PVC Open 83.774.774. 269 355.PVC Open 131.36 775.774. 270 776.PVC Open 217.776.775. 271 810.PVC Open 228.1.46 777.778. 272 547.PVC Open 778.778. 273 618.PVC Open 175.778.778. 274 332.PVC Open 180.778.778. 275 700.PVC Open 61.778.778. 276 83.PVC Open 242.778.779. 277 419.PVC Open 22.779.779. 278 620.12.PVC Open 778.778. 280 813.PVC Open 69.44 0.44 779.43 779. 281 287.12.PVC Open 324.784.783. 282 797.12.PVC Open 299.780.777. 283 320.PVC Open 777.777. 284 388.12.PVC Open 295.777.775.1.43 285 528.12.PVC Open 285.776.775. 286 358.12.PVC Open 555.4.41 775.773. 287 419.PVC Open 344.773.773. 288 341.PVC Open 333.773.772. 289 193.PVC Open 773.773. 290 267.12.PVC Open 205.3.42 773.773. 291 640.PVC Open 154.772.772. 292 460.12.PVC Open 778.772.771. 293 302.PVC Open 229.1.46 772.771. 294 213.12.PVC Open 999.771.771.48 0.48 295 511.12.PVC Open 050.771.48 770.2.46 296 305.12.PVC Open 54.771.49 771.48 297 650.PVC Open 771.49 771.49 298 516.12.PVC Open 804.771.49 770.1.48 299 19.12.PVC Open 605.770.770. 300 334.PVC Open 199.770.769. 301 241.PVC Open 785.797.794.11. 302 911.12.PVC Open 1,475.801.797. 303 156.PVC Open 296.49 801.801. 304 239.PVC Open 79.801.801. 305 176.PVC Open 11.801.801. 306 140.PVC Open 801.801. 307 283.PVC Open 801.801. 308 265.n"r-- '"'--- 94.801.601.0.20r vv '"'1-""" 309 205.PVC Open 801.801. 310 977.PVC Open 109.802.801. 311 142.PVC Open 802.802. 312 850.PVC Open 131.802.802. 313 666.0 PVC Open 223.1.43 802.801.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15IID\1Bentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 16 Scenario: 2010 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) 314 402.PVC Open 369.46 803.802. 315 547.PVC Open 256.49 804.803.59 316 401.PVC Open 121.803.803. 317 742.PVC Open 55.803.803. 318 343.PVC Open 803.803. 319 273.PVC Open 71.0.45 803.803. 320 288.PVC Open 89.803.803. 321 290.PVC Open 58.803.803. 322 133.PVC Open 10.803.803. 323 270.PVC Open 77.803.803. 324 472.PVC Open 803.803. 325 298.PVC Open 215.804.804. 326 747.PVC Open 112.804.803. 327 154.PVC Open 82.804.803. 328 160.PVC Open 475.804.804. 329 094.12.PVC Open 179.804.801. 330 804.12.PVC Open 655.809.804. 331 474.PVC Open 251.61 821.820. 332 221.PVC Open 821.821. 333 260.PVC Open 267.1.71 821.821.1.41 334 213.PVC Open 821.821. 335 138.PVC Open 821.821. 336 267.PVC Open 275.821.821.1.49 0.40 337 592.12.PVC Open 182.45 821.821. 338 260.12.PVC Open 468.822.821. 339 281.PVC Open 18.48 822.822. 340 449.12.PVC Open 494.1.40 822.822. 341 174.PVC Open 822.822. 342 286.PVC Open 822.822. 343 402.12.PVC Open 417.822.820. 344 192.12.PVC Open 917.5.44 831.822. 345 504.12.PVC Open 608.842.841.0.44 346 261.12.PVC Open 176.842.842. 347 228.PVC Open 75.0.48 842.842. 348 532.12.PVC Open 930.5.48 841.837. 349 172.12.PVC Open 272.842.841. 350 180.PVC Open 842.842. 351 641.12.PVC Open 280.844.842. 352 215.PVC Open 784.844.842.11. 353 228.12.PVC Open 074.846.844. 354 388.PVC Open 846.846. 355 278.12.PVC Open 082.849.846. 356 862.PVC Open 385.2.46 851.849.2.42 357 384.12.PVC Open 711.851.849.2.42 358 445.12.PVC Open 112.855.851.9.49 D ""n 285.12.n""Open 127.855.855....hJ'"r vv 360 433.12.PVC Open 803.855.856.45 1.47 361 110.12.PVC Open 658.841.841.59 362 701.12.PVC Open 1,447.859.855. 363 278.12.PVC Open 825.860.859. 364 033.PVC Open 360.859.856.45 2.48Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 7 of 16 Scenario: 2010 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) 365 213.PVC Open 717.856.45 858.42 366 15.PVC Open 858.42 858.42 367 928.PVC Open 717.867.858.42 370 40.PVC Open 17.778.778. 371 40.PVC Open 777.777. 372 360.12.PVC Open 536.781.781. 373 479.PVC Open 89.778.778. 374 102.12.PVC Open 177.776.776. 375 90.12.PVC Open 235.776.776. 376 789.12.PVC Open 1,466.864.860. 377 321.PVC Open 384.2.45 864.860. 378 203.12.PVC Open 869.866.864.7.48 379 775.12.PVC Open 813.752.746.5.47 380 558.12.PVC Open 821.821. 381 890.12.PVC Open 813.746.740. 383 107.12.PVC Open 869.867.866.7.48 384 154.PVC Open 263.773.772. 385 378.PVC Open 772.772. 386 257.PVC Open 249.772.772. 387 333.PVC Open 772.772. 388 270.PVC Open 234.772.772. 389 185.PVC Open 772.772. 390 419.PVC Open 476.772.770. 391 250.PVC Open 88.770.770.47 392 535.PVC Open 124.770.47 770. 393 113.PVC Open 424.770.771. 394 377.PVC Open 289.770.770. 395 474.PVC Open 212.770.47 770.0.43 396 250.PVC Open 493.770.768. 397 598.PVC Open 376.46 2.40 770.768. 398 270.12.PVC Open 029.769.768. 399 202.PVC Open 769.769. 400 280.12.PVC Open 039.770.769.2.41 401 233.PVC Open 770.770. 402 310.12.PVC Open 891.768.766. 403 377.PVC Open 766.766. 404 252.12.PVC Open 880.766.764. 405 213.PVC Open 764.764. 406 535.12.PVC Open 868.764.760.7.48 407 160.PVC Open 457.760.760. 408 308.12.PVC Open 1,401.760.759. 409 PVC Open 759.759. P-410 265.PVC Open 26.821.821. 411 136.PVC Open 13.44 821.821. 412 330.PVC Open 821.821. 413 942.12.pve Open 139.821.821. 414 216.PVC Open 27.821.821. 415 433.PVC Open 821.821. 416 265.PVC Open 11.821.821. 417 392.12.PVC Open 73.855.855. 418 493.12.PVC Open 56.855.855.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 16 Scenario: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl10001t)Headloss (It) 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 837.837. 426 209.12.PVC Open 837.837. 427 207.12.PVC Open 837.837. 428 251.12.PVC Open 942.773.772. 429 281.PVC Open 12.776.776. 430 370.PVC Open 110.778.778. 431 54.PVC Open 778.778. 432 55.PVC Open 778.778. 433 506.PVC Open 120.778.778.46 434 155.12.PVC Open 63.778.778. 435 467.PVC Open 27.778.778. 436 360.PVC Open 80.778.46 778. 437 760.PVC Open 41.778.778.46 438 348.PVC Open 35.778.778. 439 51.12.PVC Open 45.778.778. 440 18.12.PVC Open 778.778. 441 642.12.PVC Open 47.778.778. 442 350.12.PVC Open 15.778.778. 443 336.12.PVC Open 156.0.44 778.778. 444 829.12.PVC Open 156.0.44 778.778. 445 120.PVC Open 223.1.43 779.779. 446 470.PVC Open 779.779. 447 265.12.PVC Open 156.0.44 778.778. 448 337.PVC Open 101.778.779. 449 39.PVC Open 778.778. 450 705.12.PVC Open 161.778.778. 451 197.12.PVC Open 179.778.778. 452 250.12.PVC Open 778.778. 453 546.PVC Open 22.779.779. 454 526.PVC Open 12.778.778. 455 730.PVC Open 59.778.778. 456 236.PVC Open 102.779.779. 457 235.12.PVC Open 779.779. 458 311.12.PVC Open 779.779. 459 314.12.PVC Open 779.779. 460 331.PVC Open 779.779. 461 399.12.PVC Open 110.779.779. 462 322.12.PVC Open 214.779.779. 463 711.12.PVC Open 212.779.779. 464 355.12.PVC Open 324.779.779. 465 158.PVC Open 142.779.779.0.43 466 432.PVC Open 63.47 0.41 779.779. 467 475.PVC Open 60.779.779. 468 316.PVC Open 110.779.779. 469 347.12.PVC Open 379.1.08 779.45 779.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 16 Scenario: 2010 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 466.1.32 779.779.45 471 660.12.PVC Open 469.1.33 779.779. 472 224.12.PVC Open 469.780.779. 473 296.12.PVC Open 738.780.780. 474 153.12.PVC Open 466.779.779. 476 304.PVC Open 778.778. 477 692.PVC Open 264.779.780. 478 13.PVC Open 779.779. 479 84.PVC Open 62.0.40 778.778. P-480 200.12.PVC Open 536.781.780. 481 550.12.PVC Open 526.1.49 780.780. 482 703.PVC Open 120.780.780. 483 960.12.PVC Open 398.780.780. 484 265.12.PVC Open 483.780.780. 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 141.11 774.774.0.43 491 317.PVC Open 10.774.43 774. 492 010.PVC Open 141.774.43 774.0.43 0.43 493 314.PVC Open 256.774.773. 494 159.PVC Open 127.49 774.774. 495 527.PVC Open 127.49 774.774. 496 134.12.PVC Open 900.776.776.49 498 96.PVC Open 239.48 493.2,493. 499 356.12.PVC Open 468.776.41 776. 500 259.12.PVC Open 461.776.776. 501 152.12.PVC Open 351.776.776. 503 30.PVC Open 776.776. 504 120.PVC Open 56.776.776. 505 30.PVC Open 776.776. 507 27.PVC Open 776.776. 508 197.PVC Open 12.776.776. 509 785.PVC Open 10.776.776. 510 222.PVC Open 776.776. 511 683.PVC Open 776.776. 512 819.PVC Open 776.776. 513 283.PVC Open 776.776. 514 136.PVC Open 776.776. 515 560.PVC Open 774.774. 516 19.PVC Open 282.43 1.80 787.787. 517 96.Steel Open 1 ,336.2,419.2,419. 518 250.PVC Open 24.778.778. 5i9 673.PVC Open 208.779.778. 520 32.PVC Open 75.0.48 779.779. 521 769.PVC Open 136.778.778.49 0.40 522 105.PVC Open 778.778. 523 305.12.PVC Open 171.0.49 778.778. 524 94.PVC Open 27.778.778.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 16 Scenario: 2010 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) 525 232.12.PVC Open 199.778.778. 526 294.12.PVC Open 153.778.778. 527 248.PVC Open 778.778. 528 83.PVC Open 778.778. 529 115.12.PVC Open 154.0.44 778.778. 530 384.12.PVC Open 154.0.44 778.778. 531 153.12.PVC Open 154.0.44 778.778. 532 216.12.PVC Open 154.0.44 778.778. 533 169.12.PVC Open 154.0.44 778.778. 534 163.12.PVC Open 154.0.44 778.778. 535 222.12.PVC Open 154.0.44 778.778. 536 395.12.PVC Open 156.0.44 778.778. 537 322.PVC Open 55.778.778. 538 574.PVC Open 55.778.778. 539 315.PVC Open 55.778.778. 540 306.PVC Open 54.778.778. 541 359.PVC Open 54.778.778. 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 87.779.779. 553 161.PVC Open 87.779.45 779. 554 90.PVC Open 778.778. 555 63.12.PVC Open 212.778.778. 556 252.PVC Open 778.778. 557 256.12.PVC Open 212.778.778. 558 702.12.PVC Open 212.779.778. 559 110.12.PVC Open 778.778. 560 275.PVC Open 87.779.42 779. 561 436.12.PVC Open 778.778. 562 79.PVC Open 779.779. 563 442.12.PVC Open 778.778. 564 68.PVC Open 778.778. 565 42.12.PVC Open 778.778. 566 86.PVC Open 779.42 779.42 567 433.12.PVC Open 778.778. 568 64.12.PVC Open 778.778. 569 222.PVC Open 774.47 774. 570 307.PVC Open 218.774.43 774. 571 220.PVC Open 774.774. 572 247.PVC Open 210.774.773. 573 254.PVC Open 773.773. 574 400.PVC Open 199.773.773. 575 287.PVC Open 773.773.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 16 Scenario: 2010 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) 576 606.12.PVC Open 106.821.821. 577 326.12.PVC Open 106.821.821. 578 16.PVC Open 31.821.821. 579 125.12.PVC Open 75.821.821. 580 48.PVC Open 821.821. 581 307.12.PVC Open 48.821.821. 582 252.PVC Open 13.821.821. 583 906.PVC Open 13.821.821. 584 151.PVC Open 15.821.821. 585 259.12.PVC Open 25.821.821. 586 471.12.PVC Open 12.821.821. 588 320.PVC Open 23.779.779. 589 481.PVC Open 59.779.779. 590 480.PVC Open 779.779. 591 500.PVC Open 779.779. 592 334.PVC Open 85.779.779. 593 250.PVC Open 779.779. 594 832.PVC Open 12.779.779. 595 350.PVC Open 92.779.779. 596 325.PVC Open 779.779. 597 223.PVC Open 779.779. 598 460.PVC Open 48.779.779. 599 540.12.PVC Open 344.47 780.779. 600 660.PVC Open 55.779.779. 601 160.PVC Open 42.779.779. 602 120.PVC Open 779.779. 603 200.PVC Open 48.779.779. 604 375.PVC Open 79.40 779.779. 605 500.PVC Open 134.780.779. 606 466.PVC Open 760.760. 607 121.PVC Open 448.760.759.0.45 608 308.PVC Open 432.759.758.48 3.49 1.08 609 198.12.PVC Open 389.759.758.48 610 199.PVC Open 135.774.774. 611 673.PVC Open 132.774.774. 612 91.PVC Open 774.774. 613 354.PVC Open 25.779.779. 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 783.40 783.40 618 246.PVC Open 779.779. 619 179.PVC Open 39.778.778. 620 215.PVC Open 779.779. 621 780.PVC Open 32.779.779. 622 123.PVC Open 779.779. 623 286.PVC Open 22.779.779. 624 160.PVC Open 779.779. 625 660.PVC Open 11.779.779. 626 225.PVC Open 28.779.779. 627 357.PVC Open 20.779.779.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 16 Scenario: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl1 0001t)Headioss (ft) 628 114.PVC Open 779.779. 629 395.PVC Open 26.779.779. 630 97.PVC Open 779.779. 631 305.PVC Open 34.779.779. 632 280.PVC Open 23.779.779.633 380.PVC Open 779.779.46 634 316.PVC Open 47.778.778. 635 230.PVC Open 27.42 778.51 778. 636 60.PVC Open 24.778.778. 637 602.PVC Open 778.778.638 650.PVC Open 13.778.778. 639 346.PVC Open 89.778.778.640 269.PVC Open 45.778.778. 641 215.PVC Open 26.778.778. 642 245.PVC Open 778.778. 643 325.PVC Open 778.778. 644 190.PVC Open 28.778.778. 645 503.PVC Open 19.778.778. 646 268.PVC Open 778.778. 647 349.PVC Open 778.778. 648 172.PVC Open 11.778.778. 649 299.PVC Open 19.778.778. 650 355.PVC Open 13.778.778. 651 265.PVC Open 13.778.778. 652 260.PVC Open 778.778. 653 432.PVC Open 11.778.778. 654 153.PVC Open 778.778. 655 154.PVC Open 35.778.778. 656 96.PVC Open 70.0.45 778.778. 657 191.PVC Open 778.778. 658 46.PVC Open 70.0.45 778.778. 659 352.PVC Open 79.778.778. 660 566.PVC Open 61.778.778. 661 219.PVC Open 141.778.778.0.43 662 175.PVC Open 778.778. 663 197.PVC Open 778.778. 664 259.PVC Open 27.778.778. 665 637.PVC Open 88.45 842.842. 666 120.PVC Open 109.842.841. 667 1 ,504.PVC Open 842.842. 668 167.PVC Open 842.842. 669 251.PVC Open 23.842.842. 670 104.PVC Open 842.842. 671 231.PVC Open 28.842.842. 672 341.PVC Open 33.842.842.n "'~~337.PVC Open 65.842.842.Ulv 674 285.PVC Open 842.842. 675 199.PVC Open 842.842. 676 283.PVC Open 75.0.48 842.842. 677 397.PVC Open 49.841.841. 678 865.PVC Open 35.841.841.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 16 Scenario: 2010 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) 679 123.PVC Open 841.841. 680 231.PVC Open 47.841.841. 681 142.PVC Open 94.841.841. 682 166.PVC Open 36.841.841. 683 818.PVC Open 821.821. 684 325.12.PVC Open 662.811.809. 685 51.PVC Open 13.44 821.821. 686 53.PVC Open 12.821.821. 687 22.PVC Open 431.42 776.49 776.15. 688 146.12.PVC Open 469.776.49 776. 689 70.12.PVC Open 461.776.776. 691 524.PVC Open 146.776.775.0.45 692 113.PVC Open 775.775. 693 166.PVC Open 776.41 776.41 694 689.PVC Open 145.775.775.0.45 695 356.12.PVC Open 734.776.775.0.44 696 63.12.PVC Open 880.775.775. 697 126.PVC Open 775.775. 698 248.12.PVC Open 880.775.775.0.44 699 173.PVC Open 15.48 775.775. 700 11.PVC Open 775.775. 701 280.PVC Open 15.48 775.775. 702 156.PVC Open 775.775. 703 299.PVC Open 775.775. 704 279.PVC Open 775.775. 705 582.12.PVC Open 865.2.45 775.774. 706 10.PVC Open 774.774. 707 1,401.12.PVC Open 862.2.45 774.771. 708 201.PVC Open 771.771. 709 14.PVC Open 771.771. 710 132.12.PVC Open 860.2.44 771.771.49 711 335.12.PVC Open 605.770.770. 712 323.12.PVC Open 770.42 770. 713 228.12.PVC Open 605.770.42 770. 714 12.PVC Open 770.770. P- 715 163.12.PVC Open 605.770.770. P- 716 160.PVC Open 770.770. P- 718 620.PVC Open 198.769.769. P- 719 471.12.PVC Open 738.780.780. 720 153.12.PVC Open 738.780.781. 721 14.12.PVC Open 781.781. 723 141.12.PVC Open 746.782.782. 724 320.12.PVC Open 755.782.783.0.42 725 502.12.PVC Open 782.782. 726 214.12.PVC Open 782.782. 727 372.pve Open 57.776.775. 728 156.PVC Open 15.775.775. 729 708.PVC Open 27.775.775. 730 797.PVC Open 23.776.776. 731 160.PVC Open 39.776.776. 732 48.12.PVC Open 776.776.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 16 Scenario: 2010 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 94.778.778. 735 62.12.PVC Open 778.778. 736 65.12.PVC Open 778.778. 737 33.PVC Open 778.778. 738 136.PVC Open 132.778.779. 739 392.12.PVC Open 124.779.779. 740 14.PVC Open 33.779.779. 741 414.12.PVC Open 158.0.45 779.779. 742 275.PVC Open 779.779. 743 120.PVC Open 78.778.778. 744 43.12.PVC Open 930.5.48 837.837. 745 171 .12.PVC Open 755.783.783. 747 566.12.PVC Open 374.783.776.6.46 749 50.96.PVC Open 022.422.2,422. 751 37.PVC Open 776.776. 752 42.PVC Open 776.776. 753 697.PVC Open 98.2,780.780. 754 420.PVC Open 778.778. 755 452.PVC Open 50.789.789. 756 895.PVC Open 855.855. 757 777.PVC Open 855.855. 758 967.PVC Open 10.855.855. 759 920.PVC Open 201.775.774. 760 830.12.PVC Open 91.779.779. 762 30.PVC Open 752.752. 763 833.12.PVC Open 320.783.40 780. 764 330.PVC Open 772.752.748.10. 765 140.Steel Open 435.543.541.13. 766 12.PVC Open 662.820.820. 767 356.PVC Open 772.756.752.10. 768 239.12.PVC Open 746.746. 769 12.PVC Open 784.784. 844 254.12.PVC Open 919.5.45 833.831. 845 230.12.PVC Open 921.5.45 835.833. 846 188.12.PVC Open 1 ,922.5.45 837.835.1.49 847 383.PVC Open 831.831. 848 176.PVC Open 833.833. 849 168.PVC Open 835.835. 900 587.12.PVC Open 586.875.867.14. 901 Steel Open 107.779.779. 904 143.12.PVC Open 336.785.784. 906 60.12.PVC Open 239.48 776.776. 907 798.PVC Open 022.816.783.18.43 33. 950 171 .PVC Open 43.779.779.43 954 23.64.PVC Open 282.43 574.574. 958 76.pve Open 40.0.26 774.774. 959 345.PVC Open 241 .774.774.47 0.40 960 37.PVC Open 237.774.47 774. 964 139.12.PVC Open 589.770.769. 965 21.12.PVC Open 775.775. 968 673.PVC Open 752.752.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 16 Scenario: 2010 Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(Wi 0001t)Headloss (It) 971 601.PVC Open 779.779. 972 79.PVC Open 779.779. 973 180.PVC Open 9.41 779.779. 974 904.PVC Open 11.794.794. 975 179.PVC Open 11.794.794. 976 344.PVC Open 789.789. 977 178.PVC Open 789.789. 978 629.PVC Open 772.762.756.10. 979 592.PVC Open 772.769.762.10. 980 752.PVC Open 772.748.740.10. 981 PVC Open 586.16.740.739.113. 982 100.12.PVC Open 772.748.748. 984 126.12.PVC Open 351.1.00 776.776. 985 103.PVC Open 776.776. 986 207.PVC Open 776.776. 987 32.PVC Open 809.809. 988 415.PVC Open 56.776.776. 989 710.PVC Open 433.773.771.2.49 990 846.12.PVC Open 474.776.776.0.46 991 19.PVC Open 433.771.771. 992 269.12.PVC Open 191.776.776. 993 340.12.PVC Open 191.776.776. 994 67.12.PVC Open 191.776.776. 995 230.12.PVC Open 81.776.776. 996 172.12.PVC Open 81.776.776. 997 147.PVC Open 56.776.776. 998 54.PVC Open 12.49 776.776. 999 190.12.PVC Open 69.776.776. 1000 80.12.PVC Open 12.776.776. 1001 141.12.PVC Open 12.776.776. 1002 262.12.PVC Open 12.776.776. 1003 11.12.PVC Open 12.776.776. 1005 258.12.PVC Open 295.776.776. 1006 84.12.PVC Open 282.776.776. 1007 290.12.PVC Open 282.776.776. 1008 716.PVC Open 102.45 841.841. 1014 443.PVC Open 39.44 776.776. 1015 162.PVC Open 39.776.776. 1025 64.12.PVC Open 114.783.783.40 1026 50.96.PVC Open 114.422.422. 1027 46.12.PVC Open 755.783.783.40 1029 716.12.PVC Open 770.42 770.42 1030 229.12.PVC . Open 770.42 770.42 1031 211.12.PVC Open 770.42 770.42 1032 536.PVC Open 33.779.779. 1034 1 " '" 12.PVC "non 746.781.'"' "'0'"' r::;uu '.~I-'u../U"-. -' 1035 20.12.PVC Open 359.783.40 783. 1036 271.14.PVC Open 359.783.783. Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:15 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 16 of 16 Scenario: 2010 Fire Flow Analysis Pump Report Label Discharge Control Elevation Intake Pump Discharge Calculated(gpm)Status (It)Pump Head Pump WaterGrade(It)Grade Power (It)(It)(Hp) PMP-107.534.534.245.779.PMP-435.543.541.71 .41 612. PMP-69.610.611.168.779.PMP-141.610.610.168.779. PMP-Off 610.611.779.PMP-282.43 624.574.212.787.15.PMP-336.399.2,419.366.785.123.PMP-239.48 2,473.2,493.282.776.17. PMP- 7 022.372.422.394.816.101.PMP-114.567.2,422.361.783.101.PMP-Boost 586.640.739.135.45 875.88.44 Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:16:33 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2010 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 (It)(It)(It)(It)(gal)(It)(It)Full (%) 610.610.611.618.N/A 223.Filling 611. Title: INITIAL RUN w:\...\2010 scenario.wcd 01/17/07 12:16:42 lID\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 1 of 1 Scenario: 2010 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 821.746. FCV-5 Southhampton 652.Closed 809.821. FCV-6 GREAT SKY Wy 569.12.Inactive 775.775. TCV-Horse Shoe Bend 620.Throttling 772.756.756. PSV-1 Floating Feather 653.12.Throttling 662.820.811.72. TCV-State at Well 4 565.12.Closed 778.784. PSV-Gladestone 572.Inactive 433.771.771.62. PSV-567.10.Inactive 359.783.783.65. Title: INITIAL RUN w:\...\2010 scenario.wcd 01/17/07 12:16:50 lID\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 1 of 1 2010 Scenario Well #4 Off Scenario: 2010 WELL 4 OFF Title: INITIAL RUN w:\...\2010 scenario well 4 off.wcd01/17/07 12:28:09 lIDIlBentley 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: 2010 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 (Q!(psi)Flow TotalNeededFlow (psi)Neededfalse N/A N/A N/A N/A N/Afalse10.N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Atrue1.49 500.501.49 86.416 20.130.true 500.502.85.43 416 20.965.false N/A N/A N/A N/A N/Afalse000N/A N/A N/A N/A N/Atrue103.500.603.86.416 20.894.false N/A N/A N/A N/A N/A1 a false NfA N/A N/A N/A N/Atrue500.500.85.416 20.855.true 10.500.510.85.416 20.874.true 16.500.516.84.416 20.868.true 500.504.86.416 20.853.false N/A N/A N/A N/A N/Afalse11.N/A N/A N/A N/A N/Atrue500.506.86.416 20.832.49true500.501.86.416 20.831.1 9 false 9.44 N/A N/A N/A N/A N/Atrue500.506.84.416 20.830.true 500.500.86.416 21.714.true 500.507.86.40 416 20.82878false12.N/A N/A N/A N/A N/Atrue500.505.86.416 20.801.true 500.500.84.416 20.815.false 7.78 N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Atrue15.500.515.84.416 20.802.true 13.500.513.86.416 20.814.false N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Atrue12.500.512.72.416 20.790.false N/A N/A N/A N/A N/Atrue500.503.64.416 20.405.false 11.N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Afalse681N/A N/A N/A N/A N/Atrue500.503.65.416 39.999.false N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Atrue500.500.71.416 20.708.true 500.509.75.416 20.646.47false N/A N/A N/A N/A N/Atrue500.502.68.416 20.776.false N/A N/A N/A N/A N/Atrue500.504.54.416 20.454.false N/A N/A N/A N/A N/ATitle: INITIAL RUN c:\...12010 scenario well 4 off.wcd01/19/07 01 :09:28 ft&M3entley Systems, Inc. Project Engineer: OMC WaterCAO v7.0(O7.00.049,OO)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 1 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm)Total (g) (psi)Flow TotalNeededFlow (psi)NeededfalseN/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Atrue500.509.29.416 39.668.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Atrue500.506.63.416 20.3,702.true 21.40 500.521.40 61.416 20.660.false N/A N/A N/A N/A N/Afalse000N/A N/A N/A N/A N/Atrue500.502.49.416 36.501.true 10.500.510.64.416 20.660.false 10.N/A N/A N/A N/A N/Atrue10.500.510.68.416 20.760.false N/A N/A N/A N/A N/Atrue13.500.513.63.416 23.43 301.true 15.500.515.52.416 20.511.false N/A N/A N/A N/A N/Atrue29.500.529.64.45 416 20.651.73true23.500.523.71.416 20.717.false N/A N/A N/A N/A N/Atrue19.46 500.519.46 48.416 20.23010false N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Afalse 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/Atrue500.503.56.416 20.291.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/Afalse N/A N/A N/A N/A N/Atrue11.500.511.55.416 23.235.41false N/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/Atrue12.500.512.51.416 20.901.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Afalse N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.507.52.416 22.780.false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/Atrue500.503.40.917 20.002.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/ATitle: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :09:28 A: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 2 of 15 Scenario: 2010 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 Min.imum Minimum Fireonstraints,(gpm)Needed Pressure Zone Zone Flow(gpm)(fY Junction Pressure (gpm)Total (fY (psi)Flow TotalNeededFlow(psi)Neededfalse N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/A100true500.504.35.101 20.843.1 01 false N/A N/A N/A N/A N/A1 02 false N/A N/A N/A N/A N/A1 03 false N/A N/A N/A N/A N/A104true500.500.52.40 J-416 21.571.105 false N/A N/A N/A N/A N/A1 06 false 10.N/A N/A N/A N/A N/A107false11.N/A N/A N/A N/A N/A1 08 true 500.507.53.416 20.791.1 09 false N/A N/A N/A N/A N/A110falseN/A N/A N/A N/A N/A111falseN/A N/A N/A N/A N/A112falseN/A N/A N/A N/A N/A113falseN/A N/A N/A N/A N/A114true500.505.54.416 22.990.115 true 500.504.79.416 27.263.116 true 500.505.54.416 20.007.46117false000N/A N/A N/A N/A N/A118falseN/A N/A N/A N/A N/A119falseN/A N/A N/A N/A N/A1 20 true 500.507.52.415 20.729.121 true 500.1 ,507.49.416 20.502.122 false N/A N/A N/A N/A N/A123true13.500.513.41.416 20.129.40124falseN/A N/A N/A N/A N/A125true15.500.515.26.126 21.645.126 false N/A N/A N/A N/A N/A127true500.500.54.416 2000 832.128 true 500.501.43.415 20.229.131 false N/A N/A N/A N/A N/A132falseN/A N/A N/A N/A N/A133false13.N/A N/A N/A N/A N/A134false11.N/A N/A N/A N/A N/A135false29.N/A N/A N/A N/A N/A136falseN/A N/A N/A N/A N/A137false N/A N/A N/A N/A N/A138false11.500.N/A N/A N/A N/A N/A139false N/A N/A N/A N/A N/A140true500.500.73.416 33.904.141 false N/A N/A N/A N/A N/A142true500.507.77.416 28.267.143 false N/A N/A N/A N/A N/A144falseN/A N/A N/A N/A N/A14~false N/A N/A N/A N/A N/A146falseN/A N/A N/A N/A N/A147false4.48 N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2010 scenario well 4 off.wcd WaterCAD v7.0 (07 00.049.00) 01/19107 01:09:28 ftWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 15 Scenario: 2010 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 Pressu re Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi) Flow Total Needed Flow (psi)Needed 148 true 10.500.510.51.416 20.2,780.149 true 29.500.529.50.416 24.667.150 false 973 500.N/A N/A N/A N/A N/A151true12.500.512.52.416 20.745.152 true 13.500.513.51.416 20.734.40 1 53 true 500.504.51.416 20.734.1 54 true 13.500.513.74.416 22.144.155 true 16.500.516.74.416 20.958.451 56 true 500.500.70.41 416 32.682. 1 57 false N/A N/A N/A N/A N/A1 58 true 25.50000 525.67.416 39.607.1 59 true 20.43 500.520.43 62.416 20.331. 1 60 true 1.'1 2 500.501.83.416 20.251.161 true 13.500.513.57.416 20.212.162 false N/A N/A N/A N/A N/A1 63 true 500.507.83.416 24.205.401 64 true 15.500.515.80.416 20.628.1 65 false N/A N/A N/A N/A N/A1 66 false N/A N/A N/A N/A N/A1 67 true 500.506.81.416 20.562.1 68 true 500.501.82.416 20.670.1 69 false N/A N/A N/A N/A N/A1 70 false N/A N/A N/A N/A N/A171false13.N/A N/A N/A N/A N/A172true500.506.84.416 20.126.46173falseN/A N/A N/A N/A N/A174true500.501.72.416 32.798.175 false N/A N/A N/A N/A NfA176falseN/A N/A N/A N/A N/A177false23.N/A N/A N/A N/A N/A178false10.N/A NfA N/A N/A N/A179false36.N/A N/A N/A N/A N/A180falseN/A N/A N/A N/A N/A181falseN/A NfA N/A N/A N/A182falseN/A N/A N/A N/A N/A183false10.N/A N/A N/A N/A N/A184true500.503.99.416 20.650.1 85 false N/A N/A N/A N/A N/A186true500.507.61.416 39.501.187 true 500.500.98.416 39.216.188 false 10.N/A N/A N/A N/A N/A189falseN/A N/A N/A N/A N/A190falseN/A N/A N/A N/A N/A191true500.503.95.416 20.866.192 false N/A N/A N/A N/A N/A193falseN/A N/A N/A N/A N/A194true500.504.93,416 20.696.195 false 49.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2010 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/19/07 01 :09:28 ftiM3entley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 15' Scenario: 2010 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 1 96 false N/A N/A N/A N/A N/A1 97 true 30.500.530.90.416 20.669.1 98 false N/A N/A N/A N/A N/A1 99 false N/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/A205falseN/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/A208false195N/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/A216true500.508.79.416 20.363.217 false N/A N/A N/A N/A N/A218true500.501.85.416 20.825.219 false 24.N/A N/A N/A N/A N/A220true500.500.84.416 20.681.221 true 500.500.82.416 24.351.222 false 00 'N/A N/A N/A N/A N/A223false0.49 N/A N/l\N/A N/A N/A224true500.501.81.10 416 2759 199.225 true 500.505.81.18 416 27.220.49226true500.509.71.416 32.896.43227true17.500.517.71.416 20.969.228 false 12.N/A N/A N/A N/A N/A229true500.507.64.416 20.652.230 true 10.500.510.63.416 20.607.231 false N/A N/A N/A N/A N/A232true16.500.516.66.416 20.663.233 true 500.507.65.416 20.634.234 false 12.N/A N/A N/A N/A N/A235falseN/A N/A N/A N/A N/A236false69.44 N/A N/A N/A N/A N/A237falseN/A N/A N/A N/A N/A238true500.500.70.982 20.236.239 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 20.212.Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :09:28 AJ\IBentley Systems, Inc. Project Engineer: DMC WaterCAD v7,O (07,00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 5 of 15 Scenario: 2010 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)(fg Junction Pressure (gpm)Total (fg (psi)Flow TotalNeededFlow (psi)Needed244true11.500.511.70.982 20.203.245 false N/A N/A N/A N/A N/A246true500.509.70.982 20.212.247 false N/A N/A N/A N/A N/A248true500.508.69.982 20.205.249 true 500.505.68.982 20.211.250 false N/A N/A N/A N/A N/A251true500.507.68.982 20.179.252 false N/A N/A N/A N/A N/A253falseN/A N/A N/A N/A N/A254falseN/A N/A N/A N/A N/A255falseN/A N/A N/A N/A N/A256falseN/A N/A N/A N/A N/A257falseN/A N/A N/A N/A N/A258falseN/A N/A N/A N/A N/A259falseN/A N/A N/A N/A N/A260true500.502.40.587 20.43 229.261 false N/A N/A N/A N/A N/A262falseN/A N/A N/A N/A N/A263falseN/A N/A N/A N/A N/A264true500.509.39.587 20.43 156.265 false N/A N/A N/A N/A N/A266true16.500.516.38.587 20.070.41267falseN/A N/A N/A N/A N/A268true14.500.514.43.587 20.249.269 true 500.508.42.587 20.229.270 true 11.500.511.42.587 20.168.271 true 2.46 500.502.46 40.587 20.101.272 false N/A N/A N/A N/A N/A273true500.508.38.587 20.106.274 false N/A N/A N/A N/A N/A275true10.500.510.40.587 20.166.276 true 1459 500.514.38.587 20.078.277 false 10.N/A N/A N/A N/A N/A278true19.47 500.519.47 37.587 22.41 137.279 false 4.46 N/A N/A N/A N/A N/A280falseN/A N/A N/A N/A N/A281falseN/A N/A N/A N/A N/A282false11.N/A N/A N/A N/A N/A283true500.504.45.981 20.968.284 false N/A N/A N/A N/A N/A285true500.500.48.981 20.968.286 false N/A N/A N/A N/A N/A287true10.500.510.64.981 20.968.288 true 15.500.515.63.981 20.968.289 true 500.506.62.41 981 20.968.290 true 500.504.56.981 20.968.291 false N/A N/A N/A N/A N/ATitle: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01 :09:28 ~entley Systems, Inc. Project Engineer: DMC WaterCAD v7 O (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 p'age 6 of 15 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Fiow Flow Residual Minimum Minimum Fire onstraints.(gpm)Needed Pressure Zone Zone Flow(gpm)(Qt Junction Pressure (gpm)Total (Qt (psi)Fiow TotalNeededFiow (psi)Needed292faise N/A N/A N/A N/A N/A293false N/A N/A N/A N/A N/A294false N/A N/A N/A N/A N/A295true500.503.67.982 20.236.296 false N/A N/A N/A N/A N/A297false N/A N/A N/A N/A N/A298true500.500.60.981 20.968.299 false N/A N/A N/A N/A N/A300false N/A N/A N/A N/A N/A301'false N/A N/A N/A N/A N/A302false N/A N/A N/A N/A N/A303true500.500.62.981 20.968.304 false N/A N/A N/A N/A N/A305true14.500.514.63.981 20.968.306 true 15.500.515.64.981 20.96857307true10.500.510.66.981 20.968.308 true 10.500.510.63.981 20.968.309 true 16.500.516.69.981 20.967.310 true 25.500.525.69.981 20.967.311 false N/A N/A N/A N/A N/A312false274.N/A N/A N/A N/A N/A313false N/A N/A N/A.N/A N/A314true500.500.60.981 20.968.315 false N/A N/A N/A N/A N/A316false N/A N/A N/A N/A N/A317false N/A N/A N/A N/A N/A318true14.500.514.74.416 20.674.40319false17.N/A N/A N/A N/A N/p.. 320 false N/A N/A N/A N/A N/A321true18.48 500.518.48 76.981 20.807.322 false N/A N/A N/A N/A N/A323true500.507.61.981 20.984325false N/A N/A N/A N/A N/A326true500.500.72.41 982 20.216.327 false N/A N/A N/A N/A N/A328true500.504.42.982 29.872.329 false N/A N/A N/A N/A N/A330true500.506.64.982 20.213.331 false N/A N/A N/A N/A N/A332false10.N/A N/A N/A N/A N/A333false N/A N/A N/A N/A N/A 334 true 10.500.510.68.982 20.172.335 false N/A N/A N/A N/A N/A336true500.507 78 68.982 20.171.337 true 500.507.68.982 20.162.338 true 500.505.68.46 982 20.170.339 false N/A N/A N/A N/A N/A340false N/A N/A N/A N/A N/ATitle: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :09:28 AM3entley 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 15 Scenario: 2010 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 341 true 500.506.67.982 20.126.46342falseN/A N/A N/A N/A N/A343true500.506.66.982 20.091.344 true 500.509.62.981 20.020.345 false 11.N/A N/A N/A N/A N/A346true6.43 500.506.43 63.981 20.968.347 true 500.504.59.981 20.968.348 false 13.44 N/A N/A N/A N/A N/A349falseN/A N/A N/A N/A N/A350true500.507.59.981 20.968.351 false 500.N/A N/A N/A NfA N/A352false11.500.N/A N/A N/A N/A N/A353true500.503.58.981 32.41 501.354 true 12.500.512.51.981 20.968.355 false 500.N/A N/A N/A N/A N/A356false500.N/A N/A N/A N/A N/A357true11.500.511.48.981 20.968.358 false 500.N/A N/A N/A N/A N/A359false500.N/A N/A N/A N/A N/A360true500.500.31.981 20.968.361 true 500.500.97.416 33.000.364 false 500.N/A N/A N/A N/A N/A365false500.N/A N/A N/A N/A N/A366false500.N/A N/A N/A N/A N/A367false500.N/A N/A N/A N/A N/A368false500.N/A N/A N/A N/A N/A369false500.N/A N/A N/A NfA N/A370true500.500.59.982 20.378.371 false 19.500.N/A N/A N/A N/A N/A372true500.509.85.416 20.915.373 false 500.N/A N/A N/A N/A N/A374false500.N/A N/A N/A N/A N/A375false500.N/A N/A N/A N/A N/A376false15.500.N/A N/A N/A N/A N/A377false500.N/A N/A N/A N/A N/A378false12.40 500.N/A N/A N/A N/A N/A379false500.N/A N/A N/A N/A N/A380false1319500.N/A N/A N/A N/A N/A381true500.501.62.416 32.976.382 false 500.N/A N/A N/A N/A N/A383false500.N/A N/A N/A N/A N/A384true500.505.88.J-416 23.3.714.385 true 500.500.85.416 23.3,440.386 true 17.500.517.85.416 25.544.387 false 500.N/A N/A N/A N/A N/A388false500.N/A N/A N/A N/A N/A389true500.500.88.416 21.546.390 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN c:\... \2010 scenario well 4 off. wcd 01/19/07 01:09:28 ~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 8 of 15 Scenario: 2010 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 Fireonstralnts,(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi)Flow TotalNeededFlow (psi)Needed 391 true 500.500.62.45 416 39.304.392 true 500.507.86.416 21.546.393 false 500.N/A N/A N/A N/A N/A394true500.500.87.416 21.47 547.39S true 500.501.86.47 416 27.203.46396false500.N/A N/A N/A N/A N/A397false500.N/A N/A N/A N/A N/A398true500.500.89.J-416 21.519.399 true 18.48 500.518.48 87.416 20.555.400 true 13.43 500.513.43 86.416 20.560.J-401 true 500.500.85.416 20.584.402 true 2.47 500.502.47 88.416 27.120.403 true 500.500.88.416 27.131.404 true 0.42 500.500.42 85.416 26.086.4740Sfalse500.N/A N/A N/A N/A N/A406false500.N/A N/A N/A N/A N/A407false500.N/A N/A N/A N/A N/A408false500.N/A N/A N/A N/A N/A409false500.N/A N/A N/A N/A N/A410false10.500.N/A N/A N/A N/A N/A411true500.507.57.416 20.3,474.412 true 12.500.512.65.416 20.536.47413true500.504.67.416 20.566.414 true 500.503.41.981 20.968.415 true 500.508.40.981 20.968.416 false 500.N/A N/A N/A N/A N/A417false500.N/A N/A N/A N/A N/A418true10.500.510.66.416 20.541.43419true7.78 500.507.66.416 20.538.420 false 12.500,N/A N/A N/A N/A N/A421true15.500.515.57.416 20.369.422 true 500.500.58.416 20.43 404.423 false 500.N/A N/A N/A N/A N/A424false500.N/A N/A N/A N/A N/A425false500.N/A N/A N/A N/A N/A426false500.N/A N/A N/A N/A N/A427false500.N/A N/A N/A N/A N/A428false500.N/A N/A N/A N/A N/A429false500.N/A N/A N/A N/A N/A430false500.N/A N/A N/A N/A N/A431false500.N/A N/A N/A N/A N/A432false500.N/A N/A N/A N/A N/A433false500.N/A N/A N/A N/A N/A434falseN/A N/A N/A N/A N/A435false500.N/A N/A N/A N/A N/A436true500.503.50.982 20.155.437 true 500.501.47,982 25.039.438 false N/A N/A N/A N/A N/ATitle: INITIAL RUN c:\ ... \2010 scenario well 4 off.wcd01/19/07 01 :09:28 ,o:gvgentley 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 15 Scenario: 2010 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 TotalNeededFlow (psi)Needed J-439 true 500.501.24.982 35.560.440 true 500.500.34.982 25.711.441 false 11.N/A N/A N/A N/A N/A442falseN/A N/A N/A N/A N/A443true500.507.69.43 982 24.585.444 true 500.500.86.416 27.365.445 false N/A N/A N/A N/A N/A446true500.508.86.416 27.3,400.447 true 500.500.85.416 25.516.448 true 500.500.81.416 24.550.J-449 true 500.501.80.416 20.560.450 false N/A N/A N/A N/A N/A451true500.500.72.982 26.3,440.452 false N/A N/A N/A N/A N/AJ-453 true 500.500.85.416 26.403.454 false N/A N/A N/A N/A N/A455falseN/A N/A N/A N/A N/AJ-456 true 500.501.85.416 27.344.45J-457 true 500.500.85.416 27.308.458 false N/A N/A N/A N/A N/A459true500.500.81.J-416 27.362.460 true 500.500.63.982 26.399.461 false N/A N/A N/A N/A N/A462falseN/A N/A N/A N/A N/AJ-463 true 500.500.74.416 32.01794J-464 true 500.500.76.J-416 22.165.J-465 false N/A N/A N/A N/A N/A466true500.500.78.416 20.397.467 false N/A N/A N/A N/A N/A468true500.500.71.416 34.794.469 true 500.500.46.982 20.131.470 true 500.500.72.416 30.896.471 false N/A N/A N/A N/A N/A472falseN/A N/A N/A N/A N/AJ-4 73 false N/A N/A N/A N/A N/A474falseN/A N/A N/A N/A N/A4 75 false N/A N/A N/A N/A N/AJ-4 76 true 500.500.77.416 30.11752477falseN/A N/A N/A N/A N/AJ-478 false N/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/A482true500.500.86.416 26.359.47483falseN/A N/A N/A N/A N/AJ-484 false N/A N/A N/A N/A N/A485true500.500.84.416 24.47 494.J-486 false N/A N/A N/A N/A N/A Title: INITIAL RUN c:\...\2010 scenario well 4 off. wed 01/19/07 01 :09:28 ,4:Q\JJ3entley 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: 2010 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 Pressu re Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi)Flow TotalNeededFlow (psi)Needed 487 false N/A N/A N/A N/A N/A488falseN/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/A497false31.N/A N/A N/A N/A N/A498false12.N/A N/A N/A N/A N/A499true500.500.61.981 20.968.500 true 500.509.63.981 20.968.501 true 11.500.511.63.981 20.968.502 true 15.500.515.61.981 20.968.503 false N/A N/A N/A N/A N/A504true500.500.72.416 20.691.505 false N/A N/A N/A N/A N/A506true500.500.74.416 20.673.507 false N/A N/A N/A N/A N/A508true11.500.511.68.416 20.645.509 false N/A N/A N/A N/A N/A510true500.50778 59.416 33.2,78968511true12.500.512.68.416 20.643.512 false N/A N/A N/A N/A N/A513falseN/A N/A N/A N/A N/A514true500.505.65.416 20.626.true 500.507.69.416 20.602.40516falseN/A N/A N/A N/A N/A517falseN/A N/A N/A N/A N/A518true500.502.64.416 20.624.519 false N/A N/A N/A N/A N/A520true500.505.6461 416 20.622.521 false N/A N/A N/A N/A N/A522true500.506.60.981 20.006.523 true 500.502.51.44 981 20.006.524 false 16.N/A N/A N/A N/A N/A525true500.502.65.416 20.546.527 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/A532true500.507.71.416 20.248.533 false N/A N/A N/A N/A N/A534true500.507.68.416 20.025.535 false N/A N/A N/A N/A N/A Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :09:28 ftiM3entley Systems, Inc. Project Engineer: DMC WaterCAD v7,O (07.00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 11 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm)Total (g) (psi) Flow Total Needed Flow (psi)Needed 536 true 500.504.70.48 416 20.148.537 false 28.N/A N/A N/A N/A N/A538true500.502.71.416 20.289.539 false N/A N/A N/A N/A N/A540true500.505.74.416 20.591.541 false N/A N/A N/A N/A N/A542true13.500.513.76.44 416 20.685.543 true 500.506.86.416 20.93818544true500.509.86.416 20.946.546 true 500.507.83.416 20.942.547 true 500.503.84.416 21.681.548 false N/A N/A N/A N/A N/A549true500.508.82.416 20.688.550 true 500.500.82.416 20.679.49551true500.500.83:04 416 20.66738552falseN/A N/A N/A N/A N/A553true24.500.524.83.416 20.68790554true19.46 500.519.46 83.416 20.680.47555true10.500.510.82.416 20.674.556 false 11.N/A N/A N/A N/A N/A557falseN/A N/A N/A N/A N/A558false11.N/A N/A N/A N/A N/A559true15.500.515.82.416 20.641.560 false N/A N/A N/A N/A N/A561true500.507.84.416 20.638.42562true500.500.84.416 20.627.563 false N/A N/A N/A N/A N/A564falseN/A N/A N/A N/A N/A565faiseN/A N/A N/A N/A N/A566falseN/A N/A N/A N/A N/A567true500.503.86.416 20.60380568false13.44 N/A N/A N/A N/A N/A569falseN/A N/A N/A N/A N/A570false12.N/A N/A N/A N/A N/A571true22.500.522.60.981 20.968.572 true 12.500.512.65.981 20.968.573 false N/A N/A N/A N/A N/A574true500.509.66.981 20.968.575 false N/A N/A N/A N/A N/A576true12.500.512.62.981 20.968.577 true 16.500.516.65.981 20.968.S78 false N/A N/A N/A N/A N/AS79true14.500.514.65.981 20.968.580 false N/A N/A N/A N/A N/A581falseN/A N/A N/A N/A N/AS82falseN/A N/A N/A N/A N/AS83trueSOO.503.65.981 20.968.S8'false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\...\2010 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049,00)01/19/07 01 :09:28 A1IIBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 12 of 15 Scenario: 2010 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 S85 true 500.500.58.981 20.968.S86 false N/A N/A N/A N/A N/AS87true500.507.35.416 27.113.S88 true 500.500.66.982 20.329.S89 false N/A N/A N/A N/A N/AS90true500.500.59.982 20.347.S91 false N/A NfA N/A N/A N/AS92true500.500.57.982 20.388.S93 false 77.N/A N/A N/A N/A N/AS94falseN/A N/A N/A N/A N/AS95falseN/A N/A N/A N/A N/AS96true500.500.68.982 20.333.S97 false N/A N/A N/A N/A N/AS98true500.500.68.982 20.309.43S99falseN/A N/A N/A N/A N/A600falseN/A N/A N/A N/A N/A601falseN/A N/A N/A NfA N/A602true500.509.58.982 20.309.603 false N/A N/A N/A N/A N/A604true500.500.51.982 24.41 169.605 true 500.502.67.982 20.270.606 false N/A N/A N/A N/A N/A607true500.502.69.41 982 20.206.608 true 500.500.64.982 20,206.609 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 NfA N/A614false15.N/A N/A N/A N/A N/A615falseN/A N/A N/A NfA N/A616false15.N/A N/A N/A N/A N/A617falseN/A N/A N/A NfA N/A618falseN/A N/A N/A NfA N/A619falseN/A N/A N/A N/A N/A620falseN/A N/A N/A NfA N/A621true500.500.84.416 31.782.622 true 500.500.83.416 31.782.41623falseN/A N/A N/A N/A N/A624true500.500.84.416 32.768.625 false N/A N/A N/A N/A N/A628falseN/A N/A N/A N/A N/A636falseN/A N/A N/A N/A N/A637true13.500.513.80.416 20.647,638 false 15.N/A N/A N/A N/A N/A639true27.500.527.69.416 39.606.640 false 39.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:\...\2010 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/19/07 01 :09:28 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 15 Scenario: 2010 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 TotalNeededFlow (psi)Needed 651 false 12.N/A N/A N/A N/A N/A653false16.N/A N/A N/A N/A N/A654false21.40 N/A N/A N/A N/A N/A655false18.48 N/A N/A N/A N/A N/A656false23.N/A N/A N/A N/A N/A657false16.N/A .N/A N/A N/A N/A658falseN/A N/A N/A N/A N/A659falseN/A N/A N/A N/A N/A660falseN/A N/A N/A N/A NfA661falseN/A N/A N/A N/A N/A750falseN/A N/A N/A N/A N/A751false500.N/A N/A N/A N/A N/A752false20.500.N/A N/A N/A N/A N/A813false500.N/A N/A N/A N/A N/A814false500.N/A N/A N/A N/A N/A822falseN/A N/A N/A N/A N/A823true500.500.30.138 29.501.824 true 500.500.27.150 28,501.825 false N/A N/A N/A N/A N/A826falseN/A N/A N/A N/A N/A827falseN/A N/A NfA N/A N/A828falseN/A N/A N/A N/A N/A829false500.500.39.982 20.384.830 false 500.500.39.982 20.383.831 false 109.N/A N/A N/A N/A N/A832false500.500.39.982 20.383.833 false N/A N/A N/A N/A N/A834falseN/A N/A N/A N/A N/A835false500.500.39.982 20.382.836 false 500.500.39.46 982 20.382.837 false 500.500.39,982 20,381,838 false N/A N/A N/A N/A N/A840false500.500.39.982 20.384.842 false N/A N/A NfA N/A N/A844false500.N/A N/A N/A N/A N/A845false500.N/A N/A N/A N/A N/A846false500.N/A N/A N/A N/A N/A847false500.N/A N/A N/A N/A N/A84Bfalse500.N/A N/A N/A N/A N/A849false500.N/A N/A N/A N/A N/A850falseN/A N/A N/A N/A N/A851true500.500.63.982 34.501.852 true 500.500.63.44 982 34.501.853 false N/A N/A N/A N/A N/A901false500.N/A N/A N/A N/A N/A906false500.N/A N/A N/A N/A N/A911false500.N/A N/A N/A N/A N/A981false500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCc:\... \2010 scenario well 4 off.wcd WaterCAD v7,0 (07.00.049.00)01/19/07 01:09:28 AD./Bentley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 14 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm)Total (g) (psi)Flow TotalNeededFlow (psi)Needed 982 false 500.N/A N/A N/A N/A N/A Title: INITIAL RUN c:\... \2010 scenario well 4 off.wcd 01/19/07 01:09:28 ~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 15 of 15 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressu re(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 558.Zone Demand COMMERCIAL 777.94.558.Zone Demand 10.COMMERCIAL 10.777.41 94.556.Zone Demand RESIDENTIAL 777.41 95.557.Zone Demand 1.49 COMMERCIAL 1.49 777.95.559.Zone Demand COMMERCIAL 777.94.558.Zone Demand 000 RESIDENTIAL 777.95.557.Zone Demand COMMERCIAL 777.95.557.Zone Demand 103.IRRIGATION 103.777.95.555.Zone Demand COMMERCIAL 778.96.49550.Zone Demand Composite 778.98.554.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 777.96.558.Zone Demand RESIDENTIAL 777.95.552.Zone Demand 11.RESIDENTIAL 11.777.97.555.Zone Demand RESIDENTIAL 77794 96.554.Zone Demand RESIDENTIAL 777.9659552.Zone Demand 9.44 Composite 9.44 778.97.553.Zone Demand COMMERCIAL 77802 97.554.Zone Demand RESIDENTIAL 778.96.553.Zone Demand Composite 77815 97.557.Zone Demand 12.RESIDENTIAL 12.777.95.553.Zone Demand Composite 777.97.556.Zone Demand RESIDENTIAL 778.96.554.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 777.85.58.Zone Demand 12.RESIDENTIAL 12.778.83.595.Zone Demand RESIDENTIAL 778.79.595.Zone Demand RESIDENTIAL 778.78.597.Zone Demand 11.RESIDENTIAL 11.778.78.604.Zone Demand RESIDENTIAL 778.75.601.Zone Demand RESIDENTIAL 778.75.603.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:\,..\2010 scenario weil4 off.wcd 01/19/07 01:10:19 ~entley Systems, Inc. Project Engineer: DMC WaterCAD v7,O (07.00,049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2010 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 778.48 75.604.Zone Demand RESIDENTIAL 778.75.607.Zone Demand RESIDENTIAL 778.73.608.Zone Demand RESIDENTIAL 777.73.610.Zone Demand 21.40 RESIDENTIAL 21.40 777.72.41606.Zone Demand RESIDENTIAL 777.74.618.Zone Demand RESIDENTIAL 777.68.615.Zone Demand Composite 777.70.46604.Zone Demand 10.RESIDENTIAL 10.777.75.600.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 777.75.603.Zone Demand 29.RESIDENTIAL 29.777.75.585.Zone Demand 23.RESIDENTIAL 23.777.83.43587.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 777.81.43617.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 11.777.68.49624.Zone Demand RESIDENTIAL 2,777.66.626.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 777.68.618.Zone Demand RESIDENTIAL 777.69.619.Zone Demand 14.RESIDENTIAL 14.777.68.621.Zone Demand Composite 778.67.615.Zone Demand RESIDENTIAL 777.70.612.Zone Demand RESIDENTIAL 777.71.40611.Zone Demand RESIDENTIAL 777.72.100 609.Zone Demand Composite 777.72.101 610.Zone Demand RESIDENTIAL 777.72.48102615.Zone Demand RESIDENTIAL 777.70.103 615.Zone Demand RESIDENTIAL 777.70.104 60750 Zone Demand RESIDENTIAL 777.73.105 603.Zone Demand RESIDENTIAL 777.75. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01:10:19 AWBentley 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 13 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(It) 1 06 593.Zone Demand 10.RESIDENTIAL 10.777.45 79.1 07 612.Zone Demand 11.Composite 11.2,777.71.401 08 612.Zone Demand RESIDENTIAL 777.71.40109610.Zone Demand RESIDENTIAL 777.72.48110610.Zone Demand RESIDENTIAL 777.72.48111610.Zone Demand RESIDENTIAL 777.72.112 614.Zone Demand RESIDENTIAL 777.70.113 611.Zone Demand RESIDENTIAL 2,777.71.114 617.Zone Demand RESIDENTIAL 2,777.69.46115564.Zone Demand RESIDENTIAL 778.92.116 620.Zone Demand RESIDENTIAL 777.68.117 621.Zone Demand RESIDENTIAL 777.67.118 57900 Zone Demand RESIDENTIAL 2,781.87.42119623.Zone Demand RESIDENTIAL 777.66.120 624.Zone Demand RESIDENTIAL 77784 66.J-121 627.Zone Demand RESIDENTIAL 777.65.122 618.Zone Demand RESIDENTIAL 2,777.68.123 624.Zone Demand 13.RESIDENTIAL 13.777.66.124 588.Zone Demand COMMERCIAL 771.79.125 623.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 777.68.131 553.Zone Demand COMMERCIAL 777.97.132 624.Zone Demand RESIDENTIAL 778.66.43133564.Zone Demand 13.RESIDENTIAL 13.778.92.134 558.Zone Demand 11.RESIDENTIAL 11.778.95.135 557.Zone Demand 29.COMMERCIAL 29.779.49 96.136 626.Zone Demand RESIDENTIAL 777.65.48137553.Zone Demand RESIDENTIAL 777.97.138 638.Zone Demand 11.RESIDENTIAL 11.777.60.139 554.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 77791 72.144 611.Zone Demand RESIDENTIAL 777.72.145 566.Zone Demand RESIDENTIAL 777.47 91.49146563.Zone Demand RESIDENTIAL 777.46 92.147 615.Zone Demand 4.48 RESIDENTIAL 4.48 777.70.148 623.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 13.777.66.153 626.Zone Demand RESIDENTIAL 777.65.154 561.Zone Demand 13.RESIDENTIAL 13.777.93.155 556.Zone Demand 16.RESIDENTIAL 16.777.95.42156556.Zone Demand RESIDENTIAL 777.95.157 559.Zone Demand COMMERCIAL 776.9401158562.Zone Demand 25.Composite 25.776.92.159 561.Zone Demand 20.43 RESIDENTIAL 20.43 776.93.Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01:1 0:19 ~entley Systems, inc. Project Engineer: DMC WaterCAD v7 O (07.00,049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(It)160 560.Zone Demand Composite 776.93.161 565.Zone Demand 13.RESIDENTIAL 13.776.91.162 559.Zone Demand RESIDENTIAL 776.93.163 558.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 776.96.168 553.Zone Demand Composite 776.96.169 553.Zone Demand RESIDENTIAL 776.96.170 554.Zone Demand Composite 776.96.171 556.Zone Demand 13.Composite 13.776.95.172 555.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 23.Composite 23.776.93.178 557.Zone Demand 10.RESIDENTIAL 10.776.95.. J-179 559.Zone Demand 36.Composite 36.776.94.1 80 553.Zone Demand RESIDENTIAL 776.96.181 549.Zone Demand RESIDENTIAL 776.98.1 82 550.Zone Demand RESIDENTIAL 776.98.1 83 548.Zone Demand 10.RESIDENTIAL 10.776.99.184 548.Zone Demand RESIDENTIAL 776.99.185 549.Zone Demand RESIDENTIAL 776.98611 86 547.Zone Demand RESIDENTIAL 776.99.48187546.Zone Demand RESIDENTIAL 776.99.188 551.Zone Demand 10.RESIDENTIAL 10.776.97.189 553.Zone Demand RESIDENTIAL 776.96.1 90 553.Zone Demand RESIDENTIAL 776.96.191 552.Zone Demand RESIDENTIP.776.97.1 92 552.Zone Demand Composite 776.97.1 93 551.Zone Demand RESIDENTIAL 776.97.1 94 553.Zone Demand RESIDENTIAL 776.9689195555.Zone Demand 49.Composite 49.776.96.1 96 556.Zone Demand RESIDENTIAL 776.95.1 97 551.Zone Demand 30.Composite 30.776.97.421 9S 553.Zone Demand RESIDENTIAL 776.96.1 99 549.Zone Demand RESIDENTIAL.776.98.41200616.Zone Demand Composite 777.69.201 617.Zone Demand RESIDENTIAL 77774 69.202 601.Zone Demand RESIDENTIAL 777.76.43203600.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 777.75.20S 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 777.78.Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01:10:19 ~entley Systems, Inc. Project Engineer: DMC WaterCAD v7,O (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 212 591.Zone Demand RESIDENTIAL 777.80.213 592.Zone Demand RESIDENTIAL 777.80.40214587.Zone Demand RESIDENTIAL 777.82.215 552.Zone Demand 11.RESIDENTIAL 11.778.97.216 553.Zone Demand RESIDENTIAL 778.97.217 553.Zone Demand RESIDENTIAL 778.97.218 554.Zone Demand COMMERCIAL 778.97.219 554.Zone Demand 24.IRRIGATION 24.778.40 96.220 557.Zone Demand RESIDENTIAL 779.40 96.221 563.Zone Demand RESIDENTIAL 780.93.222 564.Zone Demand RESIDENTIAL 780.93.223 564.Zone Demand 0.49 COMMERCIAL 0.49 779.93.224 561.Zone Demand RESIDENTIAL 779.94.41225562.Zone Demand COMMERCIAL 779.93.226 561.Zone Demand RESIDENTIAL 778.94.227 565.Zone Demand 17.RESIDENTIAL 17.777.91.228 566.Zone Demand 12.RESIDENTIAL 12.776.91.229 568.Zone Demand RESIDENTIAL 776.90.230 569.Zone Demand 10.RESIDENTIAL 10,776.89.231 558.Zone Demand RESIDENTIAL 776.94.232 565.Zone Demand 16.Composite 16.776.91.233 565.Zone Demand Composite 776.91.234 565.Zone Demand 12.COMMERCIAL 12.777.91.235 603.Zone Demand Fixed 777.75.236 613.Zone Demand 69.44 RESIDENTIAL 69.44 777.71.237 565.Zone Demand IRRIGATiON 777.91.238 568.Zone Demand Composite 777.90.46239569.Zone Demand RESIDENTIAL 777.90.240 569.Zone Demand 26.IRRIGATION 26.777.90.241 583.Zone Demand RESIDENTIAL 780.85.242 570.Zone Demand RESIDENTIAL 777.89.243 568.Zone Demand RESIDENTIAL 776.90.244 566.Zone Demand 11.RESIDENTIAL 11.776.90.245 564.Zone Demand RESIDENTIAL 776.92.246 569.Zone Demand RESIDENTIAL 776.89.247 572.Zone Demand RESIDENTIAL 772.86.248 571.Zone Demand RESIDENTIAL 776.89.249 570.Zone Demand RESIDENTIAL 776,89.49250571.Zone Demand Composite 776.89.251 573.Zone Demand RESIDENTIAL 776.87.252 570.Zone Demand IRRIGATION 776.89.46253571.Zone Demand RESIDENTIAL 776.88.254 573.Zone Demand RESIDENTIAL 776.87.255 573.Zone Demand RESIDENTIAL 776.87.256 577.Zone Demand COMMERCIAL 776.86.257 628.Zone Demand RESIDENTIAL 778.64.258 639.Zone Demand RESIDENTIAL 778.60.259 638.Zone Demand RESIDENTIAL 778.60.260 635.Zone Demand RESIDENTIAL 778.61.261 633.Zone Demand RESIDENTIAL 778.62.262 634.Zone Demand RESIDENTIAL 778.62.263 625.Zone Demand RESIDENTIAL 778.66. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01:10:19~entleySystems, 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: 2010 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 778.62.265 633.Zone Demand RESIDENTIAL 778.62.266 635.Zone Demand 16.RESIDENTIAL 16.778.61.267 636.Zone Demand RESIDENTIAL 778.61 .48268632.Zone Demand 14.RESIDENTIAL 14.778.63.269 633.Zone Demand RESIDENTIAL 778.62.270 630.Zone Demand 11.RESIDENTIAL 11.778.64.271 632.Zone Demand 2.46 Composite 2.46 778.63.272 638.Zone Demand RESIDENTIAL 778.60.273 634.Zone Demand RESIDENTIAL 77813 62.274 634.Zone Demand RESIDENTIAL 778.62.275 635.Zone Demand 10.RESIDENTIAL 10.778.61.276 635.Zone Demand 14.RESIDENTIAL 14.778.61.277 636.Zone Demand 10.RESIDENTIAL 10.778.61.49278641.Zone Demand 19.47 RESIDENTIAL 19.47 778.59.279 638.Zone Demand 4.46 Composite 4.46 778.60.280 639.Zone Demand RESIDENTIAL 778.60.281 653.Zone Demand Composite 820.72.282 644.Zone Demand 11.RESIDENTIAL 11.820.76.40283640.Zone Demand Composite 820.7813284638.Zone Demand RESIDENTIAL 820.79.285 636.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 15.820.79.41289644.Zone Demand RESIDENTIAL 820.76.42290647.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 777.91.75 I296667.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 10.825.47 69.308 670.Zone Demand 10.RESIDENTIAL 10.825.46 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 826.75.314 660.Zone Demand RESIDENTIAL 823.70.315 645.Zone Demand RESIDENTIAL 828.79.Title: INITIAL RUN Project Engineer: DMCc:\...\2010 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/19/07 01:10: 1'9 l61Bentley Systems , Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203- 755-1666 Page 6 of 13 Scenario: 2010 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 770.55.317 631.Zone Demand RESIDENTIAL 777.63.318 577.Zone Demand 14.RESIDENTIAL 14.777.86.319 566.Zone Demand 17.Composite 17.777.47 91.49320563.Zone Demand RESIDENTIAL 777.46 92.321 647.Zone Demand 18.48 RESIDENTIAL 18.48 827.78.322 592.Zone Demand RESIDENTIAL 769.76.323 572.Zone Demand RESIDENTIAL 772.86.325 645.Zone Demand RESIDENTIAL 828.43 79.326 565.Zone Demand RESIDENTIAL 776.91.327 565.Zone Demand RESIDENTIAL 776.91.48328565.Zone Demand RESIDENTIAL 776.91.329 565.Zone Demand RESIDENTIAL 776.91.45330565.Zone Demand RESIDENTIAL 776.91.331 566.Zone Demand RESIDENTIAL 776.91.332 568.Zone Demand 10.RESIDENTIAL 10.776.89,333 569.Zone Demand Composite 776.89.334 571.Zone Demand 10.RESIDENTIAL 10.776.88.335 572.Zone Demand RESIDENTIAL 776.88.336 571.Zone Demand RESIDENTIAL 775.88.337 571.Zone Demand RESIDENTIAL 775.88.338 572.Zone Demand RESIDENTIAL 775.88.339 573.Zone Demand RESIDENTIAL 775.8781340572.Zone Demand RESIDENTIAL 776.88.341 571.Zone Demand RESIDENTIAL 775.88.342 572.Zone Demand RESIDENTIAL 775.87.343 570.Zone Demand RESIDENTIAL 774.49 88.47344573.Zone Demand RESIDENTIAL 773.86.47345572.Zone Demand 11.Composite 11.772.86.346 632.Zone Demand 6.43 Composite 6.43 820.49 81.347 630.Zone Demand RESIDENTIAL 820.48 82.348 630.Zone Demand 13.44 RESIDENTIAL 13.44 820.48 82.41349633.Zone Demand RESIDENTIAL 820.48 81.350 638.Zone Demand RESIDENTIAL 820.78.351 640.Zone Demand RESIDENTIAL 820.78.352 640.Zone Demand 11.RESIDENTIAL 11.820.77.353 680.Zone Demand RESIDENTIAL 825.45 62.354 695.Zone Demand 12.RESIDENTIAL 12.825.45 56.44355682.Zone Demand RESIDENTIAL 825.45 61.356 678.Zone Demand RESIDENTIAL 825.45 63.357 700.Zone Demand 11.RESIDENTIAL 11.825.44 54.358 699.Zone Demand RESIDENTIAL 000 822.53.45359701.Zone Demand RESIDENTIAL 822.52.360 717.Zone Demand RESIDENTIAL 822.45.361 552.Zone Demand RESIDENTIAL 776.97.364 554.Zone Demand COMMERCIAL 777.96.365 554.Zone Demand COMMERCIAL 777.96.366 554.Zone Demand COMMERCIAL 777.96.367 550.Zone Demand COMMERCIAL 778.99.368 580.Zone Demand IRRIGATION 780.86.369 550.Zone Demand COMMERCIAL 778.98.49370578.Zone Demand RESIDENTIAL 2,780.87. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01:10:19A!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 7 of 13 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 371 554.Zone Demand 19.COMMERCIAL 19.778.96.372 555.Zone Demand IRRIGATION 778.96.373 556.Zone Demand COMMERCIAL 778.9616374556.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 778.40 99.380 589.Zone Demand 13.COMMERCIAL 13.778.81.381 593.Zone Demand COMMERCIAL 778.79.382 547.Zone Demand RESIDENTIAL 778.9999383548.Zone Demand RESIDENTIAL 778.99.384 548.Zone Demand COMMERCIAL 778.99.385 557.Zone Demand COMMERCIAL 780.96.386 556.Zone Demand 17.COMMERCIAL 17.778.96.43387556.Zone Demand Composite 778.96.45388559.Zone Demand RESIDENTIAL 779.95.389 554.Zone Demand RESIDENTIAL 780.97.390 553.Zone Demand Composite 780.98.391 555.Zone Demand RESIDENTIAL 2,780.97.43392554.Zone Demand COMMERCIAL 780.9786393552.Zone Demand Composite 780.98.394 557.Zone Demand RESIDENTIAL 780.96.395 558.Zone Demand COMMERCIAL 780.96.396 560.Zone Demand RESIDENTIAL 779.95.397 560.Zone Demand Composite 779.95.398 552.Zone Demand RESIDENTIAL 780.49 98.399 554.Zone Demand 18.48 RESIDENTIAL 18.48 780.97.400 556.Zone Demand 13.43 Composite 13.43 780.96.401 559.Zone Demand RESIDENTIAL 780.95.40402555.Zone Demand 2.47 COMMERCIAL 2.47 781.97.403 555.Zone Demand RESIDENTIAL 781.97.404 562.Zone Demand 0.42 COMMERCIAL 0.42 782.95.J-405 567.Zone Demand COMMERCIAL 782.93.406 553.Zone Demand RESIDENTIAL 780.98.407 563.Zone Demand RESIDENTIAL 783.48 95.408 565.Zone Demand RESIDENTIAL 779.92.J-409 558.Zone Demand RESIDENTIAL 780.96.410 627.Zone Demand 10.RESIDENTIAL 10.777.65.411 621.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 825.44 47.415 718.Zone Demand Composite 825.44 46.48416733.Zone Demand RESIDENTIAL 825.44 39.417 722.Zone Demand RESIDENTIAL 825.44 44.418 559.Zone Demand 10.RESIDENTIAL 10.776.93.419 560.Zone Demand RESIDENTIAL 776.93.49420573.Zone Demand 12.RESIDENTIAL 12.776.87.421 574.Zone Demand 15.Composite 15.776.44 87.422 573.Zone Demand RESIDENTIAL 776.88.Title: INITIAL RUN c:\... \2010 scenario well 4 off.wcdCJ1/19/07 01:10:19)!JVBentleySystems, 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: 2010 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 776.91.425 578.Zone Demand RESIDENTIAL 781.87.426 578.Zone Demand RESIDENTIAL 781.87.427 579.Zone Demand RESIDENTIAL 780.86.428 579.Zone Demand COMMERCIAL 780.86.429 576.Zone Demand RESIDENTIAL 780.88.42430576.Zone Demand RESIDENTIAL 780.88.42431576.Zone Demand COMMERCIAL 780.88.432 576.Zone Demand COMMERCIAL 780.88.433 572.Zone Demand COMMERCIAL 780.40 89.434 572.Zone Demand Composite 780.40 89.435 578.Zone Demand RESIDENTIAL 780.40 87.436 579.Zone Demand RESIDENTIAL 780.40 87.437 578.Zone Demand RESIDENTIAL 780.40 87.438 579.Zone Demand RESIDENTIAL 780.40 86.439 580.Zone Demand RESIDENTIAL 780.40 86.49440580.Zone Demand Composite 780.40 86.441 554.Zone Demand 11.IRRIGATION 11.778.96.442 592.Zone Demand RESIDENTIAL 778.80.443 556.Zone Demand RESIDENTIAL 778.96.45444554.Zone Demand COMMERCIAL 779.97.445 554.Zone Demand IRRIGATION 778.97.446 555.Zone Demand IRRIGATION 779.96.447 556.Zone Demand RESIDENTIAL 779.96.448 555.Zone Demand RESIDENTIAL 779.96.449 554.Zone Demand COMMERCIAL 779.97.450 556.Zone Demand RESIDENTIAL 779.96.451 556.Zone Demand RESIDENTIAL 779.96.452 55600 Zone Demand RESIDENTIAL 779.96,J-453 556.Zone Demand COMMERCIAL 779.96.40454557.Zone Demand RESIDENTIAL 779.96.455 557.Zone Demand RESIDENTIAL 779.96.456 558.Zone Demand IRRIGATION 779.42 95.457 558.Zone Demand RESIDENTIAL 779.95.458 558.Zone Demand RESIDENTIAL 779.43 95.459 557.Zone Demand COMMERCIAL 779.96.460 556.Zone Demand COMMERCIAL 779.96.461 556.Zone Demand RESIDENTIAL 779.96.462 556.Zone Demand RESIDENTIAL 779.96.463 557.Zone Demand RESIDENTIAL 779.96.464 557.Zone Demand IRRIGATION 77923 96.465 556.Zone Demand RESIDENTIAL 779.96.466 557.Zone Demand RESIDENTIAL 779.95.467 558.Zone Demand RESIDENTIAL 779.95.468 558.Zone Demand COMMERCIAL 77923 95.469 557.Zone Demand COMMERCIAL 779.95.470 558.Zone Demand COMMERCIAL 779.95.471 554.Zone Demand RESIDENTIAL 780.97.472 554:50 Zone Demand RESIDENTIAL 780.97.473 555.Zone Demand RESIDENTIAL 780.97.474 559.Zone Demand RESIDENTIAL 779.43 95. Title: INITIAL RUN c:\... \2010 scenario well 4 off.wcd 01/19/07 01:10:19 AJ\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 9 of 13 Scenario: 2010 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)(It) 475 558.Zone Demand RESIDENTIAL 779.95.476 553.Zone Demand COMMERCIAL 779.97.477 553.Zone Demand RESIDENTIAL 779.98.4 78 555.Zone Demand RESIDENTIAL 2,780.97.479 553.Zone Demand RESIDENTIAL 779.97.J-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 2,779.97.484 554.Zone Demand RESIDENTIAL 779.97.485 554.Zone Demand RESIDENTIAL 779.97.JA86 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 776.93.490 565.Zone Demand RESIDENTIAL 776.91.491 565.Zone Demand RESIDENTIAL 776.91.492 569.Zone Demand RESIDENTIAL 776.49 89.493 570.Zone Demand RESIDENTIAL 776.49 89.JA94 575.Zone Demand RESIDENTIAL 776.44 86.495 639.Zone Demand RESIDENTIAL 820.47 78.496 628.Zone Demand RESIDENTIAL 820.46 83.497 628.Zone Demand 31.RESIDENTIAL 31.820.46 83.498 628.Zone Demand 12.RESIDENTIAL 12.820.45 83.499 628.Zone Demand RESIDENTIAL 820.45 83.500 625.Zone Demand RESIDENTIAL 820.45 8435501613.Zone Demand 11.RESIDENTIAL 11.820.45 89.502 612.Zone Demand 15.IRRIGATION 15.820.44 89.503 616.Zone Demand RESIDENTIAL 820.45 8g.504 587.Zone Demand RESIDENTIAL 777.82.40505587.Zone Demand COMMERCIAL 777.82.40506584.Zone Demand RESIDENTIA.777.83.507 618.Zone Demand RESIDENTIAL 777.69.508 592.Zone Demand 11.RESIDENTIAL 11.777.80.41509588.Zone Demand RESIDENTIAL 777.82.510 594.Zone Demand RESIDENTIAL 777.79.511 594.Zone Demand 12.RESIDENTIAL 12.777.79.512 595.Zone Demand RESIDENTIAL 777.79.513 612.Zone Demand RESIDENTIAL 77785 71.514 601.Zone Demand RESIDENTIAL 777.76.515 593.Zone Demand 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 777.75.521 616.Zone Demand RESIDENTIAL 777.69.522 575.Zone Demand RESIDENTIAL 773.85.523 578.Zone Demand Composite 773.84.44524574.Zone Demand 16.IRRIGATION 16.773.86.525 559.Zone Demand RESIDENTIAL 776.93.527 572.Zone Demand RESIDENTIAL 776.88.49Title: INITIAL RUN Project Engineer: DMCc:\...\2010 scenario well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/19/07 01:10:19 ft&J\IBentley Systems. Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2010 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)528 590.Zone Demand RESIDENTIAL 777.81.31529546.Zone Demand 12.RESIDENTIAL 12.776.99.530 552.Zone Demand RESIDENTIAL 776.97.531 579.Zone Demand RESIDENTIAL 777.86.532 572.Zone Demand RESIDENTIAL 777.88.533 572.Zone Demand RESIDENTIAL 2,777.89.534 572.Zone Demand RESIDENTIAL 777.88.535 572.Zone Demand RESIDENTIAL 777.89.536 571.Zone Demand RESIDENTIAL 777.89.48537569.Zone Demand 28.RESIDENTIAL 28.777.90.538 571.Zone Demand RESIDENTIAL 777.89.49539572.Zone Demand RESIDENTIAL 777.89.540 571.Zone Demand RESIDENTIAL 777.89.541 572.Zone Demand RESIDENTIAL 777.88.542 572.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 778.96.547 558.Zone Demand Composite 779.95.548 559.Zone Demand RESIDENTIAL 779.95.549 559.Zone Demand IRRIGATION 779.95.550 559.Zone Demand RESIDENTIAL 779.95.551 559.Zone Demand RESIDENTIAL 779.95.552 559.Zone Demand RESIDENTIAL 779.95.553 557.Zone Demand 24.RESIDENTIAL 24.779.95.554 557.Zone Demand 19.46 RESIDENTIAL 19.46 779.95.555 558.Zone Demand 10.RESIDENTIAL 10.779.95.49556559.Zone Demand 11.Composite 11.779.95.557 560.Zone Demand RESIDENTIAL 779.94.558 561.Zone Demand 11.Composite 11.779.94.559 559.Zone Demand 15.RESIDENTIAL 15.779.95.560 558., Zone Demand Composite 779.95.561 557.Zone Demand RESIDENTIAL 779.96.562 558.Zone Demand RESIDENTIAL 779.46 95.563 557.Zone Demand RESIDENTIAL 779.96.564 557.Zone Demand RESIDENTIAL 779.96.565 560.Zone Demand RESIDENTIAL 779.94.566 558.Zone Demand RESIDENTIAL 779.95.567 556.Zone Demand COMMERCIAL 779.96.568 615.Zone Demand 13.44 RESIDENTIAL 13.44 820.45 88.569 595.Zone Demand RESIDENTIAL 820.45 97.570 597.Zone Demand 12.RESIDENTIAL 12.820.45 96.46571659.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 c:\... \2010 scenario well 4 off. wcd01/19/07 01:10:19A;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 11 of 13 Scenario: 2010 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 779.85.589 576.Zone Demand COMMERCIAL 779.87.590 574.Zone Demand RESIDENTIAL 779.88.591 579.Zone Demand COMMERCIAL 780.86.592 578.Zone Demand Composite 2,780.87.593 579.Zone Demand 77.IRRIGATION 77.780.86.594 578.Zone Demand RESIDENTIAL 780.87.595 578.Zone Demand RESIDENTIAL 779.87.596 578.Zone Demand RESIDENTIAL 779.87.597 578.Zone Demand RESIDENTIAL 779.87.598 577.Zone Demand RESIDENTIAL 779.8733599576.Zone Demand RESIDENTIAL 779.87.600 576.Zone Demand RESIDENTIAL 779.87.601 577.Zone Demand COMMERCIAL 779.87.602 577.Zone Demand COMMERCIAL 779.87.603 575.Zone Demand RESIDENTIAL 779.88.604 577.Zone Demand RESIDENTIAL 779.87.605 578.Zone Demand COMMERCIAL 778.86.606 578.Zone Demand RESIDENTIAL 778.86.607 572.Zone Demand COMMERCIAL 776.88.608 575.Zone Demand RESIDENTIAL 776.87.609 575.Zone Demand RESIDENTIAL 776.87.610 577.00 Zone Demand RESIDENTIAL 776.45 86.611 57750 Zone Demand RESIDENTIAL 776.45 86.612 577.Zone Demand RESIDENTIAL 776.86.613 577.Zone Demand RESIDENTIAL 776.86.614 577.50 Zone Demand 15.Composite 15.776.86.615 578.Zone Demand COMMERCIAL 776.85.616 580.Zone Demand 15.Composite 15.776.84.617 562.Zone Demand RESIDENTIAL 785.96.49618562.Zone Demand Composite 2,785.96.61 9 562.Zone Demand RESIDENTIAL 2,785.96.620 566.Zone Demand RESIDENTIAL 788.96.621 566.Zone Demand COMMERCIAL 789.45 96.622 566.Zone Demand RESIDENTIAL 789.45 96.46623567.Zone Demand Composite 789.45 96.624 567.Zone Demand RESIDENTIAL 790.96.625 567.Zone Demand RESIDENTIAL 2,791.96.628 569.Zone Demand Composite 2,791.96.636 578.Zone Demand RESIDENTIAL 781.87.637 558.Zone Demand 13.RESIDENTIAL 13.776.94.638 559.Zone Demand 15.RESIDENTIAL 15.776.94.639 556.Zone Demand 27.Composite 27.776.95.46640564.Zone Demand 39.RESIDENTIAL 39.776.91.650 610.Zone Demand 22.RESIDENTIAL 22.777.72.Title: INITIAL RUN Project Engineer: DMCc:\...\2010 scenario wel14 off.wcd WaterCAD v7.0 (07.00.049.00)01/19/07 01:10:19 ft:M3entley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressu re(ft)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(ft)651 553.Zone Demand 12.RESiDENTIAL 12.778.9715653627.Zone Demand 16.RESIDENTIAL 16.777.65.654 682.Zone Demand 21.40 RESIDENTIAL 21.40 825.45 62.655 680.Zone Demand 18.48 RESIDENTIAL 18.48 825.45 62.656 693.Zone Demand 23.RESIDENTIAL 23.825.44 57.657 563.Zone Demand 16.RESIDENTIAL 16.776.92.658 598.Zone Demand RESIDENTIAL 777.77 .77659638.Zone Demand RESIDENTIAL 771.57.660 640.Zone Demand COMMERCIAL 771.56.661 641.Zone Demand RESIDENTIAL 771.56.750 652.Zone Demand RESIDENTiAL 826.75.751 571.Zone Demand RESIDENTIAL 774.49 88.752 567.Zone Demand 20.COMMERCIAL 20,2,777.91.813 565.Zone Demand Fixed 776.91.814 560.Zone Demand Fixed 776.93.822 615.Zone Demand Fixed 000 777.70.46823636.Zone Demand Fixed 777.61.41824621.Zone Demand Fixed 777.67.825 609.Zone Demand COMMERCIAL 774.71.826 579.Zone Demand Fixed 780.87.827 579.Zone Demand Fixed 780.87.828 585.Zone Demand Fixed 780.84.829 585.Zone Demand Fixed 780.47 84.830 585.Zone Demand Fixed 780.43 84.831 585.Zone Demand 109.Fixed 109.780.42 84.832 585.Zone Demand Fixed 2,780.41 84.833 585.Zone Demand Fixed 780.41 84.834 585.Zone Demand Fixed 780.40 84.835 585.Zone Demand Fixed 780.41 84.836 585.Zone Demand Fixed 780.41 84.837 585.Zone Demand Fixed 2,780.41 84.838 585.Zone Demand Fixed 780.41 84.840 585.Zone Demand Fixed 780.48 84.842 552.Zone Demand Fixed 776.96.844 663.Zone Demand RESIDENTIAL 068 821.68.845 664.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 776.45 87.852 574.Zone Demand Fixed 776.45 87.853 575.Zone Demand Fixed 776.45 87.901 591.Zone Demand Fixed 778.46 81.906 553.Zone Demand COMMERCIAL 777.96.9 17 625.Zone Demand Fixed 777.65.981 640.Zone Demand Fixed 767.55.982 644.Zone Demand Fixed 770.54.41 Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01:10:19 AWBentley 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: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure 0ownstream Structure Headloss Pressure(ft)(in)Status William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ft/1000ft)Headloss (It) 370.PVC Open 219.1.40 777.41 777.266.PVC Open 777.41 777.41365.PVC Open 230.41 1.47 777.777.41357.PVC Open 103.777.777.0.24369.PVC Open 42.48 777.777.223.PVC Open 777.777.358.PVC Open 43.777.777.530.PVC Open 90.777.778.320.PVC Open 778.778.1 0 680.PVC Open 32.40 777.777.314.PVC Open 24.777.777.520.PVC Open 17.777.777.660.PVC Open 39.2,777.777.130.PVC Open 777.777.770.PVC Open 2.40 777.777.446.PVC Open 17.777.777.380.PVC Open 26.777.777.270.PVC Open 24.49 777.777.1 9 440.PVC Open 80.777.778.83.PVC Open 778.778.72.PVC Open 141.778.778.0.43572.PVC Open 96.778.778.195.PVC Open 13.777.777.826.PVC Open 16.777.777.368.PVC Open 100.777.778.282.PVC Open 77.777.777.228.PVC Open 62.0.40 777.777.603.PVC Open 31.777.777.340.PVC Open 17.44 777.777.560.PVC Open 29.777.777.249.PVC Open 777.777.660.PVC Open 52.777.777.400.PVC Open 777.777,171.PVC Open 60.778.777.375.PVC Open 109.778.778.0.-10180.PVC Open 18.778.778.318.PVC Open 11.778.778.310.PVC Open 34.778.778.238.PVC Open 14.778.778.250.Asbest( Open 37.49 0.43 778.778.164.PVC Open 80.778.778.64.PVC Open 39.777.777,80.PVC Open 253.778.778.479.PVC Open 130.778.777.70.PVC Open 199.778.778.61.PVC Open 259.778.778.40451.PVC Open 115.46 778.778.172.PVC Open 166.778.777.149.PVC Open 55.778.778.390.Asbest( Open 39.0.44 778.778.250.Asbest( Open 18.778.778. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01 :13:05 ftWBentley 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 16 Scenario: 2010 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/1OOOft)Headloss (ft)390.Asbest(Open 16.49 778.778.261.Asbest(Open 17.778.778.211.Asbest(Open 778.778.330.Asbest(Open 778.778.352.PVC Open 778.778.330.PVC Open 25.778.778.220.PVC Open 61.778.778.444.PVC Open 778.7782631.PVC Open 76.778.778.83.PVC Open 166.778.48 778.2.43DuctileOpen435.612.611.17.15.PVC Open 166.778.778.48 2.43251.PVC Open 240.778.778.334.PVC Open 90.40 778.778.129.PVC Open 163.777.778.556.PVC Open 81.2,777.777.009387.PVC Open 65.0.42 777.777.131.PVC Open 14.777.777.150.PVC Open 41.49 777.777.326.PVC Open 31.777.777.570.PVC Open 778.777.280.PVC Open 77.778.778.402.PVC Open 140.778.778.0.42150.PVC Open 94.43 778.778.700.PVC Open 36.0.42 777.778.015325.PVC Open 777.777.360.PVC Open 32.777.777.158.PVC Open 777.777.985.PVC Open 11.777.777.930.PVC Open 13.2,777.777.550.PVC Open 777.777.410.PVC Open 83.777.777.660.PVC Open 38.0.43 777.2,777.130.PVC Open 777.777.314.PVC Open 777.777.283.PVC Open 777.777.910.PVC Open 26.777.777.383.PVC Open 51.777.777.300.PVC Open 62.45 0.40 777.777.292.PVC Open 777.777.372.PVC Open 18.777.777.150.PVC Open 777.777.340.PVC Open 9.41 777.777.125.PVC Open 777.777.158.PVC Open 777.777.360.PVC Open 7.49 777.777.100 809.PVC Open 777.777.101 95.PVC Open 777.777.102 620.PVC Open 20.777 777.103 150.PVC Open 32.777.777.104 980.PVC Open 14.2,777.77777Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :13:05 AWBentley Systems, Inc.Project Engineer: DMC WaterCAD v7.0 (07 OO.049.00jHaestad Methods Solution Center Watertown . CT 06795 USA +1-203-755-1666 Page 2 of 16 Scenario: 2010 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 William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe(ft)(ft)(ft/1000ft)Headloss (ft)105 280.PVC Open 777.7777610650.PVC Open 1.49 777.77 777.107 233.PVC Open 777.777.108 110.PVC Open 777.777.76109207.PVC Open 777.777.77110300.PVC,Open 33.777.777.111 470.PVC Open 56.777.777.112 120.PVC Open 0.40 777.777.113 124.PVC Open 50.777.777.114 145.PVC Open 29.49 777.777.115 430.PVC Open 14.777.777.116 316.PVC Open 777.777.117 250.PVC Open 10.777.53 777.118 190.PVC Open 777.777.000119240.PVC Open 777.777.120 621.PVC Open 777.777.0.0 00.121 100.00.PVC Open 777.777.122 280.PVC Open 0..777. 53 777.0.1123140.PVC Open 777.777.0.0124530.PVC Open 15.777.777.125 270.PVC Open 0..0..2,777.777.126 78.PVC Open 13.777.777.127 610..PVC Open 10.777.777.45128430.0.0 PVC Open 13.777.777.0.1129250.PVC Open 777.777.130 480.PVC Open 10..777.777.131 100.0.0 PVC Open 777.777.132 80.0.0.PVC Open 777.777.0.0133165.00.PVC Open 25.0..777.77753134270.0.0.PVC Open 777.777.00.135 243.00.PVC Open 38.777.2,777.01 ,136 600.00.PVC Open 52.777.777.0..137 300..PVC Open 97.777.777.138 194.PVC Open 104.777.777.139 200.PVC Open 17.49 0..45 777.777.0..140 400..PVC Open 121.77787 778.0..141 67.PVC Open 173.0.7 778.778.142 940.PVC Open 47.778.777.143 95.PVC Open 0..777.777.0..144 700.0.0 PVC Open 37.0..777.777.0..145 260.0.0.PVC Open 32.0..777.777.146 420.PVC Open 95.777.777.147 656.PVC Open 32.777.777.0.3 0..148 548.PVC Open 11.777,777.149 112.0.0 PVC Open 0.8 777.80.777.150 867.0.0 12.PVC Open 915.772.771.151 601.PVC Open 777.777.152 570.PVC Open 13.777.777.0..154 00.Ductile Open 136.611.610.155 Ductile Open 270.611,610.156 Ductile Open 611.611.Title: INITIAL RUN c:\...12010 scenario well 4 off.wcd01/19/07 01: 13:05 AJV8entley 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 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Materiall 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) 157 20.Ductile Open 136.778.778.158 15.Ductile Open 270.778.778.159 10.Ductile Open 778.778.160 170.PVC Open 81.778.778.161 575.PVC Open 68.46 0.44 778.778.162 797.PVC Open 26.778.778.163 505.PVC Open 106.778.779.49164420.PVC Open 48.777.777.165 150.PVC Open 41.49 777.777.166 507.PVC Open 48.777.777.4716796.PVC Open 453.534.534.169 48.PVC Open 453.778.46 778.170 364.PVC Open 777.777.171 880.PVC Open 89.778.777.172 340.PVC Open 141.778.778.0.431 73 160.PVC Open 778.778.174 460.PVC Open 777.777.175 260.PVC Open 75.45 0.48 777.777.176 80.PVC Open 777.777.177 170.PVC Open 42.778.778.178 420.PVC Open 778.778.179 393.PVC Open 20.778.778.180 120.PVC Open 778.778.181 394.PVC Open 116.778.778.182 225.PVC Open 118.778.778.183 442.PVC Open 284.778.40 779.1 85 258.PVC Open 34.777.777.186 300.PVC Open 777.777.187 700.PVC Open 14.777.777.188 800.PVC Open 777.777.189 158.PVC Open 58.777.777.190 700.PVC Open 777.777.191 260.PVC Open 28.777.777.1 92 700.PVC Open 5.44 777.777.1 93 698.PVC Open 777.777.1 94 448.PVC Open 30.777.777.1 95 480.PVC Open 777.777.1 96 800.PVC Open 777.777.1 97 242.PVC Open 777.777.198 371.PVC Open 184.777.776.199 846.PVC Open 25.776.776.200 095.PVC Open 73.0.47 776.776.201 221.PVC Open 156.776.776.202 273.PVC Open 48.47 776.776.203 523.PVC Open 33.776.776.204 573.PVC Open 28.776.776.205 257.PVC Open 776.776.206 616.PVC Open 32.776.776.207 173.PVC Open 776.776.208 796.PVC Open 13.776.776.209 188.PVC Open 776.776. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01 :13:05 AWBentley 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 16 Scenario: 2010 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)(tUs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fU1000ft)Headloss (ft)210 310.PVC Open 1.49 776.776.211 158.PVC Open 776.776.212 275.PVC Open 776.776.213 27200 PVC Open 13.776.776.214 270.PVC Open 25.776.776.215 438.PVC Open 776.776.216 49.PVC Open 776.776.217 129.PVC Open 776.776.218 168.PVC Open 40.776.776.219 462.PVC Open 10.776.776.220 225.PVC Open 41.776.776.221 276.PVC Open 776.776.223 460.PVC Open 125.43 776.776.224 737.12.PVC Open 162.0.46 776.776.225 309.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 92.776.776.233 464.PVC Open 776.776.234 494.PVC Open 776.776.235 332.12.PVC Open 70.776.776.236 458.PVC Open 776.776.237 298.PVC Open 776.776.238 363.12.PVC Open 59.40 776.776.239 465.PVC Open 49.776.776.240 513.12.PVC Open 776.776.241 654.PVC Open 37.778.778.242 880.12.PVC Open 149.47 0.42 777.777.243 980.12.PVC Open 41.777.777.244 759.12.PVC Open 91.77776 777.245 100.12.PVC Open 777.777.246 430.PVC Open 86.777.777.247 712.PVC Open 36.777.777.248 760.PVC Open 47.777.777.249 50.PVC Open 777.777250263.PVC Open 25.777.777.251 50.PVC Open 777.777.252 800.PVC Open 30.777.777.253 655.12.PVC Open 6.49 777.777.254 370.PVC Open 6.49 777.777.255 670.12.PVC Open 777.777.256 40.PVC Open 777.777.257 650.12.PVC Open 777.777.258 40.PVC Open 777.777.259 020.12.PVC Open 777.777.260 480.PVC Open 30.777.777.46261167.PVC Open 322.777.46 777. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :13:05 AWBentley 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 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diameter Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(in)Status Williams (gpm)(It/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ft/10001t)Headloss (It)262 395.PVC Open 191.777.776.263 527.PVC Open 87.776.776.264 477.PVC Open 91.776.776.265 341.PVC Open 15.776.776.266 261.PVC Open 95.776.776.267 136.PVC Open 123.776.776.268 604.PVC Open 38.776.776.269 355.PVC Open 59.776.776.270 776.PVC Open 113.777.776.271 810.PVC Open 300.45 777.46 778.1.75 1.42272547.PVC Open 778.778.273 618.PVC Open 234.1.49 778.779.274 332.PVC Open 239.779.779.275 700.PVC Open 117.779.779.276 83.PVC Open 357.77993 780.2.44277419.PVC Open 71.0.46 780.780.278 620.12.PVC Open 779.779.280 813.PVC Open 69.44 0.44 777.777.281 287.12.PVC Open 12.777.777.282 797.12.PVC Open 37.42 777.777.283 320.PVC Open 777.777.284 388.12.0 PVC Open 40.777.777.285 528.12.PVC Open 775.779.777.211286358.12.PVC Open 708.777.77717 0.42287419.PVC Open 177.777.776.288 341.PVC Open 166.776.776.289 193.PVC Open 776.776.290 267.12.PVC Open 526.42 1.49 777.776.291 640.PVC Open 115.776.776.019292460.12.PVC Open 285.776.776.293 302.PVC Open 81.776.776.05 I294213.12.PVC Open 358.776.776.295 511.12.PVC Open 641.77672 776.0.49296305.12.PVC Open 286.776.776.297 650.PVC Open 776.776.298 516.12.PVC Open 432.776.776.0.4629919.12.PVC Open 327.776.776.300 334.PVC Open 105.43 776.776.301 241.PVC Open 115.778.777.302 911.12.PVC Open 204.778.778.303 156.PVC Open 28.778.778.304 239.PVC Open 31.778.778.305 176.PVC Open 11.778.778.306 140.PVC Open 778.778.307 283.PVC Open 778.778.308 265.PVC Open 16.46 778.778.309 205.PVC Open 778.778.310 977.PVC Open 778.778.311 142.PVC Open 778.778.312 850.PVC Open 20.778.778.313 666.PVC Open 778.778. Title: INITIAL RUN c:\..,\2010 scenario well 4 off.wcd 01/19107 01 :13:05 AWBentley Systems , Inc. Project Engineer: DMC WaterCAO v7.0 (07,00.049.00)Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure 0ownstream Structure Headioss Pressure(It)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe(ft)(ft)(Wi OOOft)Headloss (ft)314 402.pve Open 44.46 778.778.315 547.pve Open 68.0.44 778.778.316 401.pve Open 15.778.778.317 742.pve Open 778.778.318 343.pve Open 778.778.319 273.pve Open 12.778.778.320 288.pve Open 10.778.778.321 290.pve Open 778.778.322 133.PVC Open 10.778.778.323 270.PVC Open 778.778.324 472.PVC Open 778.778.325 298.pve Open 77.778.778.326 747.pve Open 32.778.778.327 154.pve Open 25.47 778.778.328 160.pve Open 150.778.778.0.48329094.12.pve Open 233.778.778.330 804.12.pve Open 384.778.778.331 474.PVC Open 17.820.820.332 221.pve Open 820.820.333 260.pve Open 33.820.820.334 213.PVC Open 820.820.335 138.PVC Open 820.820.336 267.PVC Open 42.820.820.337 592.12.pve Open 182.44 820.820.009338260.12.pve Open 235.820.820.339 281.pve Open 18.48 820.820.340 449.12.pve Open 260.46 820.820.341 174.pve Open 820.820.342 286.pve Open 820.820.343 402.12.pve Open 380.44 820.820.344 192.12.pve Open 646.40 821.820.345 504.12.pve Open 206.823.823.346 261.12.pve Open 101.823.823.347 228.pve Open 42.823.823.348 532.12.pve Open 659.823.822.349 172.12.pve Open 478.823.823.350 180.pve Open 001 823.823.351 641.12.pve Open 486.1.38 823.823.352 215.pve Open 307.823.823.353 228.12.pve Open 803.823.823.1.48354388.pve Open 823.823.355 278.12.pve Open 811.824 823.0.42356862.PVC Open 149.49 824.824.0.47 0.41357384.12.pve Open 676.824.824.0.41358445.12.pve Open 841.825.47 824.359 285.12.PVC Open 127.825.47 825.46360433.12.pve Open 273.825.47 825.361 110.00 12.pve Open 181.823.823.362 701.12.PVC Open 706.826.825.47363278.12.pve Open 907.826.826.364 033.pve Open 184.826.825.Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :13:05 ~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 7 of 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diameter Material Control Hazen-Discharge Velocity Upstream Structure Down stream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 365 213.PVC Open 363.825.826.366 15.PVC Open 826.826.367 928.PVC Open 363.828.43 826.37D 40.PVC Open 17.777.47 777.4737140.PVC Open 777.46 777.46372360.12.PVC Open 13.777.777.373 479.PVC Open 206.779.40 779.0.41374102.12.PVC Open 254.776.776.375 90.12.PVC Open 312.776.777.376 789.12.PVC Open 740.827.826.377 321.PVC Open 192.827.826.378 203.12.PVC Open 951.828.827.0.41379775.12.PVC Open 915.771.769.1.46380558.12.PVC Open 820.47 820.47381890.12.PVC Open 915.769.767.383 107.12.PVC Open 951.828.43 828.384 154.PVC Open 115.776.776.385 378.PVC Open 776.776.386 257.PVC Open 102.776.776.387 333.PVC Open 776.776.388 270.PVC Open 87.776.77683389185.PVC Open 776.776.39D 419.PVC Open 270.776.776.1.44391250.PVC Open 87.776.776.392 535.PVC Open 13.776.776.393 113.PVC Open 140.776.776.0.42394377.PVC Open 115.776.775.395 474.PVC Open 100.776.775.396 250.PVC Open 207.775.775.397 598.PVC Open 172.776.775.398 270.12.PVC Open 620.775.775.399 202.PVC Open 775.775.4DO 280.12.PVC Open 629.776.775.4D1 233.PVC Open 776.776.4D2 310.12.PVC Open 992.775.775.PAD3 377.PVC Open 775.775.4D4 252.12.PVC Open 981.775.774.494D5213.PVC Open 774.49 774.494D6535.12.PVC Open 969.774.49 773.113PAD7160.PVC Open 240.773.773.PAD8 308.12.PVC Open 719.773.772.PAD9 PVC Open 772.772.41D 265.PVC Open 26.820.49 820.48411136.PVC Open 13.44 820.48 820.48412330.PVC Open 820.48 820.48413942.12.PVC Open 139.820.820.49414216.PVC Open 27.820.820.415 433.PVC Open 820.820.PA16 265.PVC Open 11.820.820.417 392.12.PVC Open 73.825.46 825.45418493.12.PVC Open 56.825.45 825.45 Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01 :13:05 ~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 8 of 16 Scenario: 2010 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)Headless (ft) 419 263.PVC Open 825.45 825.45420336.PVC Open 825.45 825.45421907.PVC Open 21.825.46 825.45422377.12.PVC Open 47.825.45 825.44423770.PVC Open 22.825.46 825.4542420.12.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.PA28 251.12.PVC Open 410.776.776.0.42429281.PVC Open 12.776.776.430 370.PVC Open 128.777.777.431 54.PVC Open 777.777.432 55.PVC Open 777.777.433 506.PVC Open 138.777.778.0.41PA34155.12.PVC Open 155.0.44 778.778.435 467.PVC Open 47.778.778.436 360.PVC Open 150.778.778.0.48437760.PVC Open 10.778.778.438 348.PVC Open 128.778.778.439 51.12.PVC Open 137.778.778.440 18.12.PVC Open 778.778.441 642.12.PVC Open 140.0.40 778.778.442 350.12.PVC Open 15.778.778.443 336.12.PVC Open 318.778.778.40444829.12.PVC Open 318.778.40 778.445 120.PVC Open 122.778.778.446 470.PVC Open 778.778.447 265.12.PVC Open 318.778.778.448 337.PVC Open 176.779.780.449 39.PVC Open 778.778.PA50 705.12.PVC Open 323.778.778.451 197.12.PVC Open 341.778.778.452 250.12.PVC Open 778.778.453 546.PVC Open 71.0.46 780.780.454 526.PVC Open 29.779.779.455 730.PVC Open 116.779.779.49456236.PVC Open 177.780.780.457 235.12.PVC Open 780.780.458 311.12.PVC Open 780.780.459 314.12.PVC Open 780.2,780.460 331.PVC Open 780.780.461 399.12.PVC Open 185.780.780.462 322.12.PVC Open 376.780.780.463 711.12.PVC Open 374.780.779.464 355.12.PVC Open 561.780.49 780.465 158.PVC Open 218.1.40 780.49 2,780.466 432.PVC Open 102.780.780.467 475.PVC Open 97.780.780.P~468 316.PVC Open 186.780.780.469 347.12.PVC Open 632.781.780. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01:13:05 fti: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 9 of 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Veiocity Upstream Structure Downstream StructurE Headloss Pressure(It)(in)Status William~(gpm)(It/s)Hydraulic Grade Hydraulic Grade Gradient Pipe(It)(It)(W10001t)Headloss (It)470 178.12.PVC Open 780.2.781.781.471 660.12.PVC Open 782.782.781.472 224.12.PVC Open 782.782.782.1.40473296.12.PVC Open 216.3.45 782.783.48474153.12.PVC Open 780.780.780.49476304.PVC Open 779.779.477 692.PVC Open 429.780.782.3.4547813.PVC Open 779.779.479 84.PVC Open 19.48 779.49 779.480 200.12.PVC Open 13.777.777.481 550.12.PVC Open 24.777.777.482 703.PVC Open 777.777.483 960.12.PVC Open 38.777.777.484 265.12.PVC Open 67.777.777.485 447.12.PVC Open 23.825.44 825.44486160.12.PVC Open 19.825.44 825.44487159.12.PVC Open 825.44 825.44488981.PVC Open 12.825.44 825.44489135.12.PVC Open 825.44 825.44490338.PVC Open 63.0.41 776.776.491 317.PVC Open 5.49 776.776.492 010.PVC Open 58.776.776.493 314.PVC Open 97.49 776.776.44494159.PVC Open 51.776.776.49S 527.PVC Open 51.776.776.49S 134.12.PVC Open 199.3.40 781.780.0.4349S96.PVC Open 316.48 2,493.2,493.499 356.12.PVC Open 456.780.780.500 259.12.PVC Open 449.780.780.0.49501152.12.PVC Open 403.780.780.0.4050330.PVC Open 780.780.504 120.PVC Open 65.0.42 780.2.780.505 30.PVC Open 780.780.507 27.PVC Open 780.40 780.40508197.PVC Open 12.49 780.40 780.40509785.PVC Open 10.780.40 780.40 000510222.PVC Open 780.40 780.40511683.PVC Open 780.40 780.40512819.PVC Open 780.40 780.40513283.PVC Open 780.40 780.40514136.PVC Open 780.780.515 560.PVC Open 776.776.516 19.PVC Open 173.778.778.517 96.Steel Open 2,419.2,419.518 250.PVC Open 37.778.778.519 673.PVC Open 108.778.777.520 32.PVC Open 130.778.778.521 769.PVC Open 63.0.40 777.777.522 105.PVC Open 29.778.778.523 305.12.PVC Open 313.779.778.524 94.PVC Open 47.779.778.Title: INITIAL RUN Project Engineer: DMCc:\..,\2010 scenario well 4 off.wcd WaterCAD v7.0 (07,00,049.00)01/19/07 01: 13:05 ftiJVBentley Systems. Inc. Haestad'Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 10 of 16 Scenario: 2010 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 361.779.779. 526 294.12.PVC Open 272.779.779. 527 248.PVC Open 779.779. 528 83.PVC Open 2,779.779. 529 115.12.PVC Open 273.779.779. 530 384.12.PVC Open 273.779.779. 531 153.12.PVC Open 273.779.779. 532 216.12.PVC Open 273.779.779. 533 169.12.PVC Open 273.779.779. 534 163.12.PVC Open 273.779.779. 535 222.12.PVC Open 273.779.42 779. 536 395.12.PVC Open 275.779.779.42 537 322.PVC Open 99.779.779.43538574.PVC Open 99.779.43 779. 539 315.PVC Open 98.779.779.540 306.PVC Open 98.779.779. 541 359.PVC Open 98.779.779.542 145.PVC Open 779.779, 543 289.PVC Open 779.779.544 387.PVC Open 0.42 779.779.545 57.12.PVC Open 779.779.546 50.PVC Open 779.779.547 329.PVC Open 779.779. 548 28400 PVC Open 779.779.549 284.PVC Open 779.779. 550 210.PVC Open 779.779. 551 171.PVC Open 779.23 779. 552 269.PVC Open 147.780.780.0.46553161.PVC Open 147.781,780.0.4655490.PVC Open 779.43 779.4355563.12.PVC Open 374.779.779.50!556 252.PVC Open 779.779.557 256.12.PVC Open 374.779.779.558 702.12.PVC Open 374.779.779.559 110.12.PVC Open 779.779. 56D 275.PVC Open 147.780.780.0.46561436.12.PVC Open 779.779. 562 79.PVC Open 2,780.780.563 442.12.PVC Open 779.779. 564 68.PVC Open 2,779.779.565 42.12.PVC Open 2,779.779. 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. 57D 307.PVC Open 93.776.776.571 220.PVC Open 776.776.572 247.PVC Open 84.42 776.776.49573254.PVC Open 776.49 776.49574400.PVC Open 73.0.47 776.49 776.44575287.PVC Open 776.44 776.44 Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01:13:05 ~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 11 of 16 Scenario: 2010 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 106.820.49 820.47 577 326.12.PVC Open 106.820.47 820.46 578 16.PVC Open 31.820.46 820.46 579 125.12.PVC Open 75.820.46 820.45 580 48.PVC Open 820.45 820.45 581 307.12.PVC Open 48.820.45 820.45 582 252.PVC Open 13.820.45 820.45 583 906.PVC Open 13.820.45 820.45 584 151.PVC Open 15.820.45 820.44 585 259.12.PVC Open 25.820.45 820.45 586 471.12.PVC Open 12.820.45 820.45 588 320.PVC Open 777.777. 589 481.PVC Open 55.777.777. 590 480.PVC Open 777.777. 591 500.PVC Open 777.777. 592 334.PVC Open 28.777.777. 593 250.PVC Open 777.77785 594 832.PVC Open 23.49 777.777. 595 350.PVC Open 33.777.777. 596 325.PVC Open 777.777.597 223.PVC Open 777.777. 598 460.PVC Open 36.777.777. 599 540.12.PVC Open 45.777.777. 600 660.PVC Open 18.777.777. 601 160.PVC Open 777.777. 602 120.PVC Open 777.777.603 200.PVC Open 777.777. 604 375.PVC Open 29,777.777.605 500.PVC Open 26.777.777.606 466.PVC Open 773.773.607 121.PVC Open 231.1.47 773.773.608 308.PVC Open 214.43 773.772. 609 198.12.PVC Open 708.47 772.772.610 199.PVC Open 59.776.776. 611 673.PVC Open 56.776.776. 612 91.PVC Open 776.776.000613354.PVC Open 92.777.777. 614 739.12.PVC Open 776.776.615 878.12.PVC Open 776.776.000616642.12.PVC Open 776.776.617 35.PVC Open 777.777.618 246.PVC Open 780.780.619 179.PVC Open 142.778.778,0.44620215.PVC Open 777.777. 621 780.PVC Open 18.777.777.622 123.PVC Open 777.777.623 286.PVC Open 777.777.624 160.PVC Open 777.777. 625 660.PVC Open 777.777.626 225.PVC Open 28.777,777.627 357.PVC Open 34.47 777.777. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01:13:05~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 12 of 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(In)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(1t/1OOOft)Headloss (It) 628 114.pve Open 777.777.629 395.pve Open 40.777.777.630 97.pve Open 777.85 777. 631 305.pve Open 48.777.777.632 28000 PVC Open 30.777.777.633 380.pve Open 777.777.634 316.PVC Open 96.778.778.635 230.pve Open 76.0.49 778.778.636 60.pve Open 119.778.778.637 602.pve Open 33.778.778.638 650.PVC Open 25.778.778.639 346.pve Open 206.779.779.40640269.pve Open 81.779.779.641 215.pve Open 50.779.779.642 245.pve Open 62.0.40 779.779.643 325.pve Open 84.779.779.644 190.pve Open 155.779.779.645 503.pve Open 31.779.779.646 268.pve Open 51.779.779.647 349.pve Open 49.779.779.648 172.PVC Open 11.779.779.649 299.pve Open 71.0.46 779.77920650355.PVC Open 21.779.779.651 265.pve Open 779.779.652 260.pve Open 35.779.779.653 432.pve Open 11.779.779.654 153.pve Open 46.779.779.655 154.pve Open 120.779.779.656 96.pve Open 198.779.46 779.65?191.pve Open 91.779.779.4665846.pve Open 27.779.779.659 352.PVC Open 118.44 779.779.660 566.pve Open 107.779.779.46661219.pve Open 225.1.44 779.779.662 175.PVC Open 779.779.663 197.pve Open 779.779.664 259.pve Open 70.0.45 779.779.665 637.pve Open 46.46 823.823.666 120.pve Open 34.823.823.66?504.pve Open 823.823.668 167.pve Open 823.823.669 251.pve Open 12.48 823.823.670 104.pve Open 823.823.671 231.pve Open 17.823.823.672 341.pve Open 11.823.823.673 337.pve Open 32.44 823.823.674 285.pve Open 823.823.675 199.pve Open 823.823.676 283.pve Open 42.823.823.677 397.pve Open 25.823.823.678 865.PVC Open 823.823. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd01/19/07 01 :13:05 ~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 13 of 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diamete Material Control Hazen-Discharge Velocity Upstream Structure 0own stream Structure Headloss Pressu re(It)(in)Status William~(gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ft/10001t)Headloss (It) 679 123.PVC Open 823.823.680 231.PVC Open 823.823. 681 142.PVC Open 19.823.823.682 166.PVC Open 823.823.683 818.PVC Open 820.820.684 325.12.PVC Open 392.778.778.685 51.PVC Open 13.44 820.45 820.4568653.PVC Open 12.820.45 820.4568722.PVC Open 741.41 8.41 780.779.43.688 146.12.PVC Open 457.2,780.780.689 70.12.PVC Open 449.780.780.0.49691524.PVC Open 34.779.779.692 113.PVC Open 779.779.693 166.PVC Open 780.780.694 689.PVC Open 34.779.779.695 356.12.PVC Open 775.78022 779.0.4969663.12.PVC Open 740.779.779.697 126.PVC Open 779.779.698 248.12.PVC Open 740.779.779.699 173.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 779.2,779.705 582.12.PVC Open 725.779.778.706 10.PVC Open 778.778.707 401.12.PVC Open 722.44 778.776.708 201.PVC Open 776.776.709 14.PVC Open 776.776.710 132.12.PVC Open 720.42 776.2,776.711 335.12.PVC Open 327.776.776.45712323.12.PVC Open 776.45 776.45713228.12.PVC Open 327.776.45 776.714 12.PVC Open 776.776.715 163.12.PVC Open 327.776.776.716 160.PVC Open 776.776.718 620.PVC Open 105.776.776.719 471.12.PVC Open 216.3.45 783.48 785.720 153.12.PVC Open 216.3.45 785.785.721 14.12.PVC Open 785.785.723 141.12.PVC Open 223.3.47 788.789.45 0.47724320.12.PVC Open 233.789.45 790.725 502.12.PVC Open 789.45 789.45726214.12.PVC Open 789.45 789.45727372.PVC Open 57.776.776.728 156.PVC Open 15.776.776.000729708.PVC Open 27.776.776.730 797.PVC Open 23.776.776.731 160.PVC Open 39.776.776.732 48.120 PVC Open 781.781. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/19/07 01:13:05.w8entleySystems, 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 16 Scenario: 2010 WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Diameter Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe(It)(ft)(ft/1000ft)Headloss (ft)p- 733 425.PVC Open 32.42 777.777.P- 735 62.12.PVC Open 779.779.736 65.12.PVC Open 779.779.737 33.PVC Open 779.779.738 136.PVC Open 258.779.780.P- 739 392.12.PVC Open 210.42 777.777.740 14.PVC Open 777.777.741 414.12.PVC Open 204.777.777.742 275.PVC Open 86.777.777.743 120.PVC Open 45.48 777.777.744 43.12.PVC Open 659.822.822.745 171.12.PVC Open 233.790.791.747 566.12.PVC Open 725.791.2.781.6.40 10.749 50.96.PVC Open 1,416.2,422.422.751 37.PVC Open 781.781.752 42.PVC Open 781.781.753 697.PVC Open 16.777.777.754 420.PVC Open 778.778.755 452.PVC Open 777.777.756 895.PVC Open 825.45 825.45757777.PVC Open 825.45 825.45758967.PVC Open 10.825.44 825.44759920.PVC Open 97.776.776.760 830.12.PVC Open 91.777.777.762 30.PVC Open 771.771.763 833.12.PVC Open 16.777.77757764330.PVC Open 400.771.770.765 140.Steel Open 435.543.541.13.766 12.PVC Open 392.820.820.767 356.PVC Open 400.772.771.768 239.12.PVC Open 769.769.769 12.PVC Open 777.777.844 254.12.PVC Open 649.822.821.845 230.12.PVC Open 650.49 822.822.846 188.12.PVC Open 651.822.822.847 383.PVC Open 821.821.848 176.PVC Open 822.822.849 168.PVC Open 822.822.900 587.12.PVC Open 315.830.828.43901SteelOpen453.778.47 778.46 3.42904143.12.PVC Open 777.777.906 60.12.PVC Open 316.48 777.2.777.907 798.PVC Open 1,416.853.791.34.62.950 171.PVC Open 43.777.777.954 23.64.PVC Open 173.574.574.958 76.PVC Open 13.776.2.776.959 345.PVC Open 110.776.776.960 37.PVC Open 106.45 776.776.964 139.12.PVC Open 311.46 776.776.965 21.12.PVC Open 777.777.968 673.PVC Open 771.771. Title: INITIAL RUN c:\...\2010 scenario well 4 off. wed 01/19/07 01 :13:05 mJBentley 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 16 Scenario: 2010 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)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ftl1000ft)Headloss (ft) 971 601.PVC Open 17.43 777.777.972 79.PVC Open 777.777.973 180.PVC Open 14.777.777.974 904.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 400.774.772.979 592.PVC Open 400.776.774.980 752.PVC Open 400.770.767.981 PVC Open 315.8.40 767.767.30.982 100.12.PVC Open 400.770.770.0.40984126.12.PVC Open 403.780.780.0.40985103.PVC Open 780.780.986 207.PVC Open 780.780.987 32.PVC Open 778.778.988 415.PVC Open 65.0.42 780.780.989 710.PVC Open 148.776.44 776.0.47990846.12.PVC Open 526.1.49 780.781.991 19.PVC Open 148.776.776.0.46992269.12.PVC Open 210.780.47 780.993 340.12.PVC Open 210.780.43 780.4 7 01299467.12.PVC Open 210.780.42 780.43995230.12.PVC Open 100.47 780.41 780.42996172.12.PVC Open 100.47 780.41 780.41997147.PVC Open 65.0.42 780.40 780.998 54.PVC Open 12.49 780.40 780.40999190.12.PVC Open 78.780.40 780.41100080.12.PVC Open 22.780.41 780.41i001141.12.PVC Open 22.780.41 780.411002262.12.PVC Open 22.780.41 780.41i00311.12.PVC Open 22.780.41 780.41i005258.12.PVC Open 338.780.41 780.1006 84.12.PVC Open 315.780.780.481007290.12.PVC Open 315.780.48 780.411 008 716.PVC Open 27.823.823.1014 443.PVC Open 37.776.776.1015 162.PVC Open 37.776.776.1025 64.12.PVC Open 549.4.40 791.791.1026 50.96.PVC Open 549.2,422.422.1027 46.12.PVC Open 233.791.791.1029 716.12.PVC Open 776.45 776.451030229.12.PVC Open 776.45 776.451031211.12.PVC Open 776.45 776.451 032 536.PVC Open 777.777.1034 051.12.PVC Open 223.3.47 785.788.3.47103520.12.PVC Open 316.791.791 .1036 271.14.PVC Open 316.791.791. Title: INITIAL RUN Project Engineer: DMCc:\...\2010 scenario well 4 off. wed WaterCAD v7.0 (07.00,049.00)01/19/07 01 :13:05 ~entley Systems, Inc. Haestad Methods Solution Center Watertown . CT 06795 USA +1-203-755-1666 Page 16 of 16 Scenario: 2010 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-453.534.534.244.47 778.47 27.PMP-435.543.541.71.41 612.PMP-136.610.610.167.778.PMP-270.610.610.167.778.11.46PMP-Off 610.611.778.PMP-173.624.574.203.778. PMP-Off 399.2,419.777.PMP-316.48 473.2,493.283.777.02 22.PMP-1,416.Fixed Speed Override 372.2,422.431.853.154.PMP-549.567.422.369.791.144.PMP-Booster 315.640.767.62.830.20. Title: INITIAL RUN c:\...\2010 scenario well 4 off.wcd 01/1 9/07 01: 13: 18 mvEentley 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 2010 Scenario Well #6 Off Scenario: 2010 WELL 6 OFF Title: INITIAL RUN w:\...\2010 scenario well 6 oft.wcd 01/17/07 12:26:19 lID\IBentley 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: 2010 WELL 6 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 FireConstraints?(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/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 83.981 20.658. true 500.502.86.981 20.990. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 103.500.603.89.981 20.067. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.1 ,500.88.981 20.064. true 10.500.510.88.981 20.061. true 16.500.516.87.981 20.060. true 500.504.89.981 20.054. false N/A N/A N/A N/A N/A false 11.N/A N/A N/A N/A N/A true 500.506.90.981 20.059. true 500.501.90.981 20.061. false N/A N/A N/A N/A N/A true 500.506.88.981 24.41 920.49 true 500.500.90.981 20.084. true 500.507.91.981 20.078. false 12.N/A N/A N/A N/A N/A true 500.505.90.981 20.060. true 500.500.89.981 20.071. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 15.500.515.88.981 20.055. true 13.500.513.90.981 20.056. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 12.500.512.76.981 20.052. false N/A N/A N/A N/A N/A true 1 ,500.503.68.981 20.3,467. 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 500.1 ,503.69.981 45.44 000. 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 500.500.76.981 45.000. true 500.509.79.981 20.930. false N/A N/A N/A N/A N/A true 500.502.72.981 22.960. false N/A N/A N/A N/A N/A true 500.504.58.981 20.594.44 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:26:27 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 15 Scenario: 2010 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)Junction Pressure (gpm) Total (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 500.509.32.981 44.40 715. 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 500.506.67.981 20.013. true 21.40 500.521.40 66.47 981 22.875. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.502.54.981 38.677. true 10.1 ,500.510.69.981 20.994. false 10.N/A N/A N/A N/A N/A true 10.500.510.72.46 981 20.056. false N/A N/A N/A N/A N/A true 13.500.513.68.981 23.389.42 true 15.500.515.57.48 981 20.667. false N/A N/A N/A N/A N/A true 29.500.529.69.981 24.848.41 true 23.1 ,500.523.76.981 20.915. false N/A N/A N/A N/A N/A true 19.46 500.519.46 54.981 20.371. 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 1 ,500.503.61.981 20.3,443. 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 11.500.511.60.981 25.3,412. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 12.500.512.60.48 981 26.332. 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 500.507.60.43 981 23.080. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.49.981 20.179. 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:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27 lm\IBentley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 2 of 15 Scenario: 2010 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)Junction Pressure (gpm) Total (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 500.1 ,504.44.101 20.989. 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 21.815. 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 20.047.41 109 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 500.505.62.981 22.241.18 115 true 500.504.86.981 20.779. 116 true 500.505.63.981 20.495. 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 500.507.62.981 21.549. 121 true 500.507.61.47 981 20.328. 122 false N/A N/A N/A N/A N/A 123 true 13.500.513.50.981 20.396.45 124 false N/A N/A N/A N/A N/A 125 true 15.500.515.36.126 21.817. 126 false N/A N/A N/A N/A N/A 127 true 500.500.68.981 20.969. 128 true 500.501.52.981 20.2,450. 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 500.500.78.42 981 41.968. 141 false N/A N/A N/A N/A N/A j- 142 true 500.507.82.981 40.300. 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 4.48 N/A N/A N/A N/A N/A Title: INITIAL RUN w:\...\2010 scenario well 6 off.wcd 01/17/07 12:26:27 lID\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 3 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 148 true 10.1 ,500.510.60.981 28.307. 149 true 29.500.529.59.981 34.091.41 150 false 500.N/A N/A N/A N/A N/A 151 true 12.1 ,500.512.62.981 21.509. 152 true 13.500.513.61.981 26.3,429. 153 true 500.504.61.981 22.511. 154 true 13.500.513.51.981 22.096.42 155 true 16.1 ,500.516.50.981 20.049. 156 true 500.500.47.981 26.945. 157 false N/A N/A N/A N/A N/A 158 true 25.500.525.33.40 981 36.696. 159 true 20.43 500.520.43 21.161 20.502. 160 true 500.501.42.161 20.859. 161 false 13.500.513.17.640 20.1,463.49 162 false N/A N/A N/A N/A N/A 163 true 500.507.40.179 20.827.46 164 true 15.500.515.36.165 20.740. 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 1 ,500.506.34.166 20.715. 168 true 500.501.35.171 20.723. 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 13.N/A N/A N/A N/A N/A 172 true 500.506.35.179 20.718. 173 false N/A N/A N/A N/A N/A 174 true 500.501.23.40 175 23.543. 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 23.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 36.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 false 500.503.185 20.294. 185 false N/A N/A N/A N/A N/A 186 false 500.507.37.185 39.084.44 187 false 500.500.5.48 185 22.264. 188 false 10.N/A N/A N/A N/A N/A 1S9 false N/A N/A N/A N/A N/A 190 false N/A N/A N/A N/A N/A 191 false 1 ,500.503.196 20.339. 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 false 500.1 ,504.196 20.332. 195 false 49.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 15 Scenario: 2010 WELL 6 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 FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 1 96 false N/A N/A N/A N/A N/A 197 false 30.500.530.23.179 20.495. 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 500.508.83.981 20.367. 217 false N/A N/A N/A N/A N/A 218 true 500.501.90.981 20.081. 219 false 24.N/A N/A N/A N/A N/A 220 true 500.500.90.981 20.111. 221 true 500.500.88.981 22.43 033. 222 false N/A N/A N/A N/A N/A 223 false 0.49 N/A N/A N/A N/A N/A 22L true 500.501.87.981 27.848.41 225 true 500.1 ,505.87.981 20.932. 226 true 500.509.78.981 41.987. 22/true 17.500.517.78.40 981 20.091. 228 false 12.N/A N/A N/A N/A N/A 229 true 500.507.72.981 20.794. 230 true 10.500.510.71.981 20.750. 231 false N/A N/A N/A N/A N/A 232 true 16.500.516.73.44 981 20.805. 233 true 1 ,500.507.73.981 20.776. 234 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 69.44 N/A N/A N/A N/A N/A 237 false N/A N/A N/A N/A N/A 238 true i ,500.i ,500.85.j-981 20.513. 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 500.506.81.981 20.255.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 15 Scenario: 2010 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)Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 244 true 11.500.511.82.981 20.203. 245 false N/A N/A N/A N/A N/A 246 true 500.509.82.981 20.257. 247 false N/A N/A N/A N/A N/A 248 true 500.508.80.981 20.220. 249 true 500.505.80.981 20.251.49 250 false N/A N/A N/A N/A N/A 251 true 500.507.78.981 20.093. 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 500.502.55.48 981 20.44 963. 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 500.509.54.981 20.43 847. 265 false N/A N/A N/A N/A N/A 266 true 16.500.516.52.981 20.732. 267 false N/A N/A N/A N/A N/A 268 true 14.500.1 ,514.57.981 20.096. 269 true 500.508.57.981 20.099. 270 true 11.500.511.57.981 20.926. 271 true 2.46 500.502.46 55.981 20.822. 272 false N/A N/A N/A N/A N/A 273 true 500.508.53.981 20.804. 274 false N/A N/A N/A N/A N/A 275 true 10.500.510.54.981 20.921. 276 true 14.500.514.52.981 20.774. 277 false 10.N/A N/A N/A N/A N/A 278 true 19.47 500.519.47 52.981 23.905. 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 500.504.59.981 31.316. 284 false N/A N/A N/A N/A N/A 285 true 500.500.61.981 29.357. 286 false NiA N/A ' , N/A N/AN/A 287 true 10.500.510.77.46 981 20.766. 288 true 15.500.515.76.981 20.766. 289 true 500.506.75.981 20.766. 290 true 500.1 ,504.69.49 981 20.711. 291 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:26:27IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm) Total (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 500.503.87.981 20.783. 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 20.766. 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 20.766. 304 false N/A N/A N/A N/A N/A 305 true 14.500.514.72.981 20.765. 306 true 15.500.515.73.981 20.766. 307 true 10.500.510.76.981 20.766.46 308 true 10.500.510.72.981 20.766. 309 true 16.500.516.78.981 20.766. 310 true 25.500.1 ,525.78.48 981 20.766.40 311 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 31~true 500.500.69.981 20.766. 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 14.500.514.78.981 20.923.40 319 false 17.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 86.981 20.2,418. 322 false N/A N/A N/A N/A N/A 323 true 500.507.65.981 20.424. 325 false N/A N/A N/A N/A N/A 326 true 500.500.84.981 20.280. 327 false N/A N/A N/A N/A N/A 328 true 500.504.54.981 32.107. 329 false N/A N/A N/A N/A N/A 330 true 500.506.76.45 981 20.263. 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 33~true 10.500.510.78.981 20.055. 335 raise NiA N/A ,.., N/A N/AN/A 336 true 500.507.78.49 981 20.049. 337 true 500.507.78.981 20.017. 338 true 500.505.78.981 20.052. 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:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 15 Scenario: 2010 WELL 6 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 FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 341 true 500.506.75.981 20.835. 342 false N/A N/A N/A N/A N/A 343 true 500.506.73.981 20.696.46 344 true 500.509.67.981 20.510. 345 false 11.N/A N/A N/A N/A N/A 346 true 6.43 500.506.43 76.981 20.766. 347 true 500.1 ,504.72.981 20.678. 348 false 13.44 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 20.763. 351 false 500.N/A N/A N/A N/A N/A 352 false 11.500.N/A N/A N/A N/A N/A 353 true 500.1 ,503.67.981 30.501. 354 true 12.500.512.60.981 20.766. 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 20.766. 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 500.500.41.981 26.526. 361 false 500.500.196 20.357. 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 500.500.70.981 23.040. 371 false 19.500.N/A N/A N/A N/A N/A 372 true 500.509.88.981 20.047. 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 500.501.66.981 41.076. 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 500.505.91.981 20.086.43 385 true i ,500.i ,500. - . - - 981 20.126.!:fl.UtS 386 true 17.500.517.89.981 20.095.48 387 false 1.74 500.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 20.129. 390 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:26:27IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 15 Scenario: 2010 WELL 6 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 Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.67.981 41.370.48 392 true 500.507.92.981 20.129.42 393 false 500.N/A N/A N/A N/A N/A 394 true 500.500.92.981 20.130. 395 true 500.1 ,501 .91.40 981 20.124. 396 false 500.N/A N/A N/A N/A N/A 397 false 500.N/A N/A N/A N/A N/A 398 true 500.500.94.981 20.136. 399 true 18.48 500.518.48 93.981 20.133. 400 true 13.43 500.513.43 91.981 20.132.49 401 true 500.500.90.981 20.128. 402 true 2.47 500.502.47 93.981 20.144. 403 true 500.500.93.981 20.142. 404 true 0.42 500.500.42 91.981 20.158. 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 500.507.62.981 20.781.48 412 true 12.500.512.70.981 20.843. 413 true 500.1 ,504.72.49 981 20.872.43 414 true 500.1 ,503.50.981 20.766.40 415 true 500.508.49.981 20.766.45 416 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 10.500.510.73.981 20.683. 419 true 500.507.73.43 981 20.680.42 420 false 12.500.N/A N/A N/A N/A N/A 421 true 15.500.515.64.44 981 20.504. 422 true 500.500.65.42 981 20.43 539.42 423 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 500.503.62.44 981 20.467.43 437 true 500.501.58.981 28.323. 438 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off,wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:26:27 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 15 Scenario: 2010 WELL 6 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 FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 439 true 500.501.36.981 38.732.47 440 true 500.500.45.981 27.923. 441 false 11.15 N/A N/A N/A N/A N/A 442 false N/A N/A N/A N/A N/A 443 true 500.507.72.981 23.972. 444 true 500.500.90.981 20.097. 445 false N/A N/A N/A N/A N/A 446 true 500.508.89.981 20.098. 447 true 500.500.89.49 981 20.100. 448 true 500.500.85.981 20.593. 449 true 1.25 500.501.84.981 20.452. 450 false N/A N/A N/A N/A N/A 451 true 500.500.75.981 20.101 . 452 false N/A N/A N/A N/A N/A 453 true 500.500.89.47 981 20.103. 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 500.501.89.981 20.104. 457 true 500.500.89.981 20.106. 458 false N/A N/A N/A N/A N/A 459 true 500.500.85.981 26.663. 460 true 500.500.66.45 981 20.677. 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 500.500.78.981 38.026. 464 true 500.500.80.981 22.149. 465 false N/A N/A N/A N/A N/A 466 true 500.500.82.48 981 20.334. 467 false N/A N/A N/A N/A N/A 468 true 500.500.75.981 36.830. 469 true 500.500.49.981 20.122. 470 true 500.500.76.981 30.921. 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 500.500.80.981 37.104. 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 .". hi/A hi/AIWJ-\ 482 true 500.500.90.981 20.056. J-483 false N/A N/A N/A N/A N/A 484 false N/A N/A N/A N/A N/A 485 true 500.500.89.981 20.903. 486 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 15 Scenario: 2010 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)Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed J-487 false N/A N/A N/A N/A N/A J-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 31.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 500.500.74.981 20.763. 500 true 500.509.76.981 20.766. 501 true 11.500.511.77.981 20.44 682. 502 true 15.500.515.74.981 24.45 595. 503 false N/A N/A N/A N/A N/A 504 true 500.500.77.981 45.000. 505 false N/A N/A N/A N/A N/A 506 true 500.500.78.981 45.000. 507 false N/A N/A N/A N/A N/A 508 true 11.500.511.73.981 20.912. 509 false N/A N/A N/A N/A N/A 510 true 500.507.64.981 41.945. 511 true 12.500.512.73.981 20.944. 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 500.505.70.981 20.931. 515 true 500.507.74.981 20.907. 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 500.502.69.981 20.922. 519 false 389 N/A N/A N/A N/A N/A 520 true 500.505.69.981 20.930.47 521 false N/A N/A N/A N/A N/A 522 true 500.506.64.981 20.472. 523 true 1 ,500.502.55.981 20.2,472. 524 false 16.N/A N/A N/A N/A N/A 525 true 500.502.72.981 20.688. 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 faise NiA N/A N/A N/A N/A 531 false N/A N/A N/A N/A N/A 532 true 500.507.75.981 20.339. 533 false N/A N/A N/A N/A N/A 534 true 500.507.73.981 20.141. 535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 11 of 15 Scenario: 2010 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)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 536 true 500.504.74.981 20.251. 537 false 28.N/A N/A N/A N/A N/A 538 true 500.502.76.42 981 20.373. 539 false N/A N/A N/A N/A N/A 540 true 500.505.78.981 20.623. 541 false N/A N/A N/A N/A N/A 542 true 13.500.513.80.981 20.976. 543 true 500.506.88.981 21.40 014. 544 true 500.509.88.47 981 20.044.49 546 true 500.507.85.981 31.684. 547 true 500.503.90.981 20.103. 548 false N/A N/A N/A N/A N/A 549 true 500.508.88.981 22.023. 550 true 500.500.88.981 23.004.42 551 true 500.500.88.981 21.046. 552 false N/A N/A N/A N/A N/A 553 true 24.500.524.89.981 22.011.41 554 true 19.46 500.519.46 88.981 22.992. 555 true 10.500.510.87.981 20.870. 556 false 11.N/A N/A N/A N/A N/A 557 false N/A N/A N/A N/A N/A 558 false 11.N/A N/A N/A N/A N/A 559 true 15.500.515.88.981 20.933.46 560 false N/A N/A N/A N/A N/A 561 true 500.507.90.981 20.118. 562 true 500.500.90.981 20.119. 563 false N/A N/A N/A N/A N/A 56l 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 500.1 ,503.92.981 20.125. 568 false 13.44 N/A N/A N/A N/A N/A 569 false N/A N/A N/A N/A N/A 570 false 12.N/A N/A N/A N/A N/A 571 true 22.500.522.69.981 20.766. 572 true 12.500.512.74.981 20.765. 573 false N/A N/A N/A N/A N/A 574 true 500.509.74.981 20.766. 575 false N/A N/A N/A N/A N/A 576 true 12.500.512.71.981 20.766. 577 true 16.500.516.74.981 20.766. 578 false N/A N/A N/A N/A N/A 579 true 14.500.514.73.981 20.766. 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 20.766. 584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 12 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm)Total (g) (psi) Flow Total Needed Flow (psi)Needed 585 true 1 ,500.500.67.981 20.766. 586 false N/A N/A N/A N/A N/A 587 true 500.507.51.981 26.40 074. 588 true 1 ,500.500.79.981 20.536.40 589 false N/A N/A N/A N/A N/A 590 true 500.500.71.981 23.019. 591 false N/A N/A N/A N/A N/A 592 true 1 ,500.500.69.981 25.844. 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 500.500.80.981 20.3,435.42 597 false N/A N/A N/A N/A N/A 598 true 500.500.79.981 20.398. 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 500.509.69.43 981 23.988. 603 false N/A N/A N/A N/A N/A 604 true 500.500.62.981 27.496. 605 true 500.502.78.981 20.332. 606 false N/A N/A N/A N/A N/A 607 true 500.502.80.981 20.211. 608 true 1 ,500.500.75.981 20.211. 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 15.N/A N/A N/A N/A N/A 615 false N/A N/A N/A N/A N/A 616 false 15.N/A N/A N/A N/A N/A 617 false N/A N/A N/A N/A N/A 618 false'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 20.265. 622 true 500.500.90.981 20.129. 623 false N/A N/A N/A N/A N/A 624 true 500.500.91.981 20.281. 625 false N/A N/A N/A N/A N/A 628 false N/A N/A N/A N/A N/A 636 false N/A N/A N/A N/A N/A 637 false 13.500.513.13.638 20.420. 638 false 15.N/A N/A N/A N/A N/A 639 false 27.500.527.638 28.316. 640 false 39.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:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 15 Scenario: 2010 WELL 6 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 FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (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 41.43 501. 824 true 500.500.38.150 38.47 501. 825 false 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 500.500.64.981 20.521. 830 true 500.500.64.981 20.520. 831 false 109.N/A N/A N/A N/A N/A 832 true 500.500.64.981 20.519. 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 500.500.64.981 20.518. 836 true 500.500.65.981 20.518. 837 true 500.500.65.47 981 20.517. 838 false N/A N/A N/A N/A N/A 840 true 500.500.65.46 981 20.522. 842 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 500.500.73.981 36.501. 652 true 500.500.73. . --- 36.i ,501 ..J-~Cj I 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/A 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/ATitle: INITIAL RUN Project Engineer: DMC w:\,..\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 14 of 15 Scenario: 2010 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) (g) Junction Pressure (gpm)Total (psi) Flow Total Needed Flow (psi)Needed 982 false 500.N/A N/A N/A N/A N/A Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:27 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 15 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 558.Zone Demand COMMERCIAL 773.92. 558.Zone Demand 10.COMMERCIAL ' 10.775.93. 556.Zone Demand RESIDENTIAL 775.94. 557.Zone Demand 1.49 COMMERCIAL 1.49 777.95. 559.Zone Demand COMMERCIAL 777.94. 558.Zone Demand RESIDENTIAL 778.95. 557.Zone Demand COMMERCIAL 778.95. 557.Zone Demand 103.IRRIGATION 103.778.95. 555.Zone Demand COMMERCIAL 778.96. 550.Zone Demand Composite 778.98. 554.Zone Demand COMMERCIAL 778.48 96. 556.Zone Demand 10.RESIDENTIAL 10.778.95. 557.Zone Demand 16.RESIDENTIAL 16.778.95. 555.Zone Demand Composite 778.96. 558.Zone Demand RESIDENTIAL 778., 95. 552.Zone Demand 11.RESIDENTIAL 11.778.97. 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 779.97. 553.Zone Demand Composite 778.97. 557.Zone Demand 12.RESIDENTIAL 12.778.95. 553.Zone Demand Composite 778.97. 556.Zone Demand RESIDENTIAL 778.96.45 554.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. 579.Zone Demand RESIDENTIAL 778.86. 581.Zone Demand RESIDENTIAL 778.85.42 585.Zone Demand 12.RESIDENTIAL 12.778.83. 595.Zone Demand RESIDENTIAL 779.79. 596.Zone Demand RESIDENTIAL 779.78. 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 778.80. 591.Zone Demand RESIDENTIAL 779.81. 590.Zone Demand RESIDENTIAL 779.81. 581.Zone Demand COMMERCIAL 779.85. 590.Zone Demand RESIDENTIAL 779.81. 594.Zone Demand RESIDENTIAL 779.80. 602.Zone Demand RESIDENTIAL 779.76. 596.Zone Demand RESIDENTIAL 779.79. 593.Zone Demand RESIDENTIAL 779.80. 601.Zone Demand RESIDENTIAL 779.77. 603.Zone Demand RESIDENTIAL 779.76. 606.Zone Demand RESIDENTIAL 779.74. 609.Zone Demand RESIDENTIAL 779.73.Title: INITIAL RUN Project Engineer: DMC W:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 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.RESIDENTIAL 21.40 779.73. 606.Zone Demand RESIDENTIAL 779.74. 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 779.79.47 595.Zone Demand 13.RESIDENTIAL 13.779.79.45 604.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.RESIDENTIAL 19.46 779.77. 602.Zone Demand RESIDENTIAL 779.76. 589.Zone Demand RESIDENTIAL 779.82. 617.Zone Demand RESIDENTIAL 782.40 71. 606.Zone Demand RESIDENTIAL 780.75. 611.Zone Demand RESIDENTIAL 779.44 72. 617.Zone Demand RESIDENTIAL 780.70. 618.Zone Demand RESIDENTIAL 780.70. 616.Zone Demand 10.RESIDENTIAL 10.780.40 70. 613.Zone Demand RESIDENTIAL 780.43 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 786.69.48 623.Zone Demand 12.RESIDENTIAL 12.786.70. 618.Zone Demand RESIDENTIAL 784.72. 618.Zone Demand RESIDENTIAL 784.72. 618.Zone Demand RESIDENTIAL 784.72. 618.Zone Demand RESIDENTIAL 784.72. 616.Zone Demand RESIDENTIAL 784.72. 619.Zone Demand RESIDENTIAL 782.70. 619.Zone Demand RESIDENTIAL 782.46 70. 618.Zone Demand RESIDENTIAL 782.47 71. 619.Zone Demand 14.RESIDENTIAL 14.782.45 70. 621.Zone Demand Composite 787.44 71. 615.Zone Demand RESIDENTIAL 782.72.47 612.Zone Demand RESIDENTIAL 782.73. 611.Zone Demand RESIDENTIAL 782.74. 100 609.Zone Demand Composite 782.49 74. 101 610.Zone Demand RESIDENTIAL 782.49 74. 102 615.Zone Demand RESIDENTIAL 782.72.46 103 615.Zone Demand RESIDENTIAL 782.48 72.46 104 607.Zone Demand RESIDENTIAL 782.75. 105 603.Zone Demand RESIDENTIAL 782.77.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 106 593.Zone Demand 10.RESIDENTIAL 10.782.81. 107 612.Zone Demand 11.Composite 11.782.73. 108 612.Zone Demand RESIDENTIAL 782.73. 109 610.Zone Demand RESIDENTIAL 782.74. 110 610.Zone Demand RESIDENTIAL 782.74. 111 610.Zone Demand RESIDENTIAL 782.74. 112 614.Zone Demand RESIDENTIAL 782.73. 113 611.Zone Demand RESIDENTIAL 782.74. 114 617.Zone Demand RESIDENTIAL 782.71. 115 564.Zone Demand RESIDENTIAL 779.93. 116 620.Zone Demand RESIDENTIAL 787.72.41 117 621.Zone Demand RESIDENTIAL 787.71. 118 579.Zone Demand RESIDENTIAL 782.87. 119 623.Zone Demand RESIDENTIAL 790.72. 120 624.Zone Demand RESIDENTIAL 790.71. 121 627.Zone Demand RESIDENTIAL 794.72.122 618.Zone Demand RESIDENTIAL 787.73. 123 624.Zone Demand 13.RESIDENTIAL 13.787.70.124 588.Zone Demand COMMERCIAL 757.73. 125 623.Zone Demand 15.RESIDENTIAL 15.787.71.126 620.Zone Demand RESIDENTIAL 787.72. 127 605.Zone Demand RESIDENTIAL 779.75. 128 619.Zone Demand RESIDENTIAL 782.44 70. 131 553.Zone Demand COMMERCIAL 778.97.132 624.Zone Demand RESIDENTIAL 787.70. 133 564.Zone Demand 13.RESIDENTIAL 13.779.93. 134 558.Zone Demand 11.RESIDENTIAL 11.779.95. 135 557.Zone Demand 29.COMMERCIAL 29.779.96.136 626.Zone Demand RESIDENTIAL 789.70. 137 553.Zone Demand 1.95 RESIDENTIAL 778.97.41138638.Zone Demand 11.RESIDENTIAL 11.794.67. 139 554.Zone Demand RESIDENTIAL 778.96.140 554.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. 144 611.Zone Demand RESIDENTIAL 779.72.145 566.Zone Demand RESIDENTIAL 780.92. 146 563.Zone Demand RESIDENTIAL 779.93. 147 615.Zone Demand 4.48 RESIDENTIAL 4.48 781.44 72. 148 623.Zone Demand 10.RESIDENTIAL 10.789.71. 149 621.Zone Demand 29.RESIDENTIAL 29.787.72. 150 620.Zone Demand RESIDENTIAL 790.73. 151 624.Zone Demand 12.RESIDENTIAL 12.789.71.49 152 625.Zone Demand 13.RESIDENTIAL 13.789.71. 153 626.Zone Demand RESIDENTIAL 789.70.154 561.Zone Demand 13.RESIDENTIAL 13.773.91. 155 556.Zone Demand 16.RESIDENTIAL 16.773.93. 156 556.Zone Demand RESIDENTIAL 773.93.157 559.Zone Demand COMMERCIAL 771.48 91. 158 562.Zone Demand 25.Composite 25.771.46 90. 159 561.Zone Demand 20.43 RESIDENTIAL 20.43 770.42 90.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2010 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 770.91. 161 565.Zone Demand 13.RESIDENTIAL 13.770.41 88.162 559.Zone Demand RESIDENTIAL 770.91.163 558.Zone Demand Composite 770.91.164 556.Zone Demand 15.RESIDENTIAL 15.770.92.165 557.Zone Demand RESIDENTIAL 770.91. 166 555.Zone Demand RESIDENTIAL 769.92.167 554.Zone Demand RESIDENTIAL 769.93. 168 553.Zone Demand Composite 769.93. 169 553.Zone Demand RESIDENTIAL 769.93.170 554.Zone Demand Composite 769.93. 171 556.Zone Demand 13.Composite 13.769.92.172 555.Zone Demand RESIDENTIAL 769.92. 173 556.Zone Demand Composite 769.92.174 557.Zone Demand RESIDENTIAL 769.92.175 557.Zone Demand RESIDENTIAL 769.92.176 559.Zone Demand IRRIGATION 769.91.177 559.Zone Demand 23.Composite 23.769.91.178 557.Zone Demand 10.RESIDENTIAL 10.769.92.179 559.50 Zone Demand 36.Composite 36.768.40 90.180 553.Zone Demand RESIDENTIAL 768.92.181 549.Zone Demand RESIDENTIAL 768.94.182 550.Zone Demand RESIDENTIAL 768.94.42 183 548.Zone Demand 10.RESIDENTIAL 10.768.95.184 548.Zone Demand RESIDENTIAL 768.95. 185 549.Zone Demand RESIDENTIAL 768.94.186 547.Zone Demand RESIDENTIAL 768.95.187 546.Zone Demand RESIDENTIAL 768.95.188 551.Zone Demand 10.RESIDENTIAL 10.768.94.189 553.Zone Demand RESIDENTIAL 768.93.190 553.Zone Demand RESIDENTIAL 768.27 93.191 552.Zone Demand RESIDENTIAL 768.93. 192 552.Zone Demand Composite 768.93.193 551.Zone Demand RESIDENTIAL 768.93. 194 553.Zone Demand RESIDENTIAL 768.93.195 555.Zone Demand 49.Composite 49.768.92. 196 556.Zone Demand RESIDENTIAL 768.91.197 551.Zone Demand 30.Composite 30.768.93.198 553.Zone Demand RESIDENTIAL 768.92. 199 549.Zone Demand RESIDENTIAL 768.94.200 616.Zone Demand Composite 779.70.201 617.Zone Demand RESIDENTIAL 779.70. 202 601.Zone Demand RESIDENTIAL 778.77.203 600.Zone Demand RESIDENTIAL 778.77.42204603.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 779.87.46210597.Zone Demand RESIDENTIAL 779.78. 211 597.Zone Demand RESIDENTIAL 779.78.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 212 591.Zone Demand RESIDENTIAL 779.81.18 213 592.Zone Demand RESIDENTIAL 779.80. 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 RESIDENTIAL 778.97. 218 554.Zone Demand COMMERCIAL 779.97. 219 554.Zone Demand 24.IRRIGATION 24.779.97. 220 557.Zone Demand RESIDENTIAL 779.96. 221 563.Zone Demand RESIDENTIAL 780.93. 222 564.Zone Demand RESIDENTIAL 780.93. 223 564.Zone Demand 0.49 COMMERCIAL 0.49 780.93. 224 561.Zone Demand RESIDENTIAL 780.94. 225 562.Zone Demand COMMERCIAL 2,780.94. 226 561.Zone Demand RESIDENTIAL 779.94. 227 565.Zone Demand 17.RESIDENTIAL 17.778.92. 228 566.Zone Demand 12.RESIDENTIAL 12.777.91. 229 568.Zone Demand RESIDENTIAL 777.90. 230 569.Zone Demand 10.RESIDENTIAL 10.777.47 90. 231 558.Zone Demand RESIDENTIAL 777.94. 232 565.Zone Demand 16.Composite 16.777.91. 233 565.Zone Demand Composite 777.91. 234 565.Zone Demand 12.COMMERCIAL 12.792.98. 235 603.Zone Demand Fixed 778.76. 236 613.Zone Demand 69.44 RESIDENTIAL 69.44 778.71. 237 565.Zone Demand IRRIGATION 791.97. 238 568.Zone Demand Composite 783.92. 239 569.Zone Demand RESIDENTIAL 783.92. 240 569.Zone Demand 26.IRRIGATION 26.781.91. 241 583.Zone Demand RESIDENTIAL 781.86. 242 570.Zone Demand RESIDENTIAL 779.40 90. 243 568.Zone Demand RESIDENTIAL 778.90. 244 566.Zone Demand 11.RESIDENTIAL 11.777.45 91. 245 564.Zone Demand RESIDENTIAL 778.92. 246 569.Zone Demand RESIDENTIAL 777.90. 247 572.Zone Demand RESIDENTIAL 764.83. 248 571.Zone Demand RESIDENTIAL 777.89. 249 570.Zone Demand RESIDENTIAL 777.89. 250 571.Zone Demand Composite 776.88. 251 573.Zone Demand RESIDENTIAL 775.87. 252 570.Zone Demand IRRIGATION 776.89.42 253 571.Zone Demand RESIDENTIAL 776.88. 254 573.Zone Demand RESIDENTIAL 775.87. 255 573.Zone Demand RESIDENTIAL 775.87. 256 577.Zone Demand COMMERCIAL 774.85. 257 628.Zone Demand RESIDENTIAL 797.73. j-258 639.Zone Demand RESIDENTIAL 801 .70. 259 638.Zone Demand RESIDENTIAL 801.70. 260 635.Zone Demand RESIDENTIAL 801.72. 261 633.Zone Demand RESIDENTIAL 801.73. 262 634.Zone Demand RESIDENTIAL 801.72. 263 625.Zone Demand RESIDENTIAL 801.76.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 Label 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 3iO 311 312 313 314 315 Elevation (It) Zone Type Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Base Flow (gpm) 16. 14. 11. 2.46 10. 14. 10. 19.47 4.46 11. 10. 15. 14. 15. 10. 10. 16. 25. 274. Pattern Demand (Calculated) (gpm) 16. 14. 11. 2.46 10. 14. 10. 19.47 4.46 11. 10. 15. 14. 15. 10. 10. 16. 25. 274. Calculated Hydraulic Grade (It) 802. 802. 802. 802. 802. 803. 803. 803. 803. 803. 803. 803. 803. 803. 804. 804. 805. 820. 821. 821. 821. 821. 821. 821. 821. 822. 822. 822. 822. 822. 837. 791. 837. 837. 841. 842. 842. 844. 842. 846. 846. 849. 851. 855. 855. 859. 860. 841.70 856.45 858. 842. 866. Pressure (psi) 72. 73. 72. 71. 73. 73. 75. 74. 71. 73.49 73. 73. 72. 72. 70. 71. 71. 72. 76. 78. 79.41 80. 80. 79. 79. 77. 75. 77.48 72. 72. 73. 97. 73. 73. 76. 74. 74. 78. 76. 77. 76.41 78. 80. 82. 80. 86. 85. 76. 87. 89. 78. 95.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 13 634.00 Zone 633.00 Zone 635.00 Zone 636.00 Zone 632.00 Zone 633.00 Zone 630.00 Zone 632.50 Zone 638.00 Zone 634.00 Zone 634.50 Zone 635.00 Zone 635.70 Zone 636.00 Zone 641.00 Zone 638.00 Zone 639.00 Zone 653.00 Zone 644.00 Zone 640.00 Zone 638.00 Zone 636.00 Zone 635.00 Zone 639.00 Zone 637.00 Zone 644.00 Zone 647.00 Zone 643.00 Zone 654.00 Zone 654.00 Zone 667.00 Zone 565.50 Zone 667.00 Zone 667.00 Zone 665.50 Zone 670.00 Zone 670.00 Zone 664.00 Zone 664.50 Zone 667.00 Zone 670.00 Zone 667.00 Zone 665.00 Zone 664.00 Zone 670.00 Zone 660.00 Zone 662.50 Zone 665.50 Zone 655.00 Zone 652.00 Zone 660.50 Zone 645.00 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 RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL Composite RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL Composite RESIDENTIAL Composite RESIDENTIAL Composite RESIDENTIAL Fixed RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL Composite IRRIGATION COMMERCIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESiDENTIAL RESIDENTIAL Composite RESIDENTIAL RESIDENTIAL RESIDENTIAL Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 316 643.Zone Demand RESIDENTIAL 753.47. 317 631.Zone Demand RESIDENTIAL 780.64. 318 577.Zone Demand 14.RESIDENTIAL 14.779.87. 319 566.Zone Demand 17.Composite 17.780.92. 320 563.Zone Demand RESIDENTIAL 779.93. 321 647.Zone Demand 18.48 RESIDENTIAL 18.48 864.93. 322 592.Zone Demand RESIDENTIAL 751.69. 323 572.Zone Demand RESIDENTIAL 763.40 82. 325 645.Zone Demand RESIDENTIAL 867.95. 326 565.Zone Demand RESIDENTIAL 778.92. 327 565.Zone Demand RESIDENTIAL 778.92. 328 565.Zone Demand RESIDENTIAL 778.92. 329 565.Zone Demand RESIDENTIAL 777.91. 330 565.Zone Demand RESIDENTIAL 777.92. 331 566.Zone Demand RESIDENTIAL 777.91. 332 568.Zone Demand 10.RESIDENTIAL 10.775.89.46 333 569.Zone Demand Composite 775.88. 334 571.Zone Demand 10.RESIDENTIAL 10.775.88. 335 572.Zone Demand RESIDENTIAL 775.87. 336 571.Zone Demand RESIDENTIAL 774.88. 337 571.Zone Demand RESIDENTIAL 773.87. 338 572.Zone Demand RESIDENTIAL 774.87. 339 573.Zone Demand RESIDENTIAL 774.87. 340 572.Zone Demand RESIDENTIAL 775.87. 341 571 .Zone Demand RESIDENTIAL 771.44 86. 342 572.Zone Demand RESIDENTIAL 771.44 86. 343 570.Zone Demand RESIDENTIAL 769.86. 344 573.Zone Demand RESIDENTIAL 765.83. 345 572.Zone Demand 11.Composite 11.2,764.83. 346 632.Zone Demand 6.43 Composite 6.43 821.82. 347 630.Zone Demand RESIDENTIAL 821.82. 348 630.Zone Demand 13.44 RESIDENTIAL 13.44 821.82. 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 11.RESIDENTIAL 11.821.78.47 353 680.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 11.855.67.40 358 699.Zone Demand RESIDENTIAL 837.59. 359 701.Zone Demand RESIDENTIAL 837.58. 360 717.Zone Demand RESIDENTIAL 837.51. 361 552.Zone Demand RESIDENTIAL 768.93. 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 778.99. 368 580.Zone Demand IRRIGATION 781.87. 369 550.Zone Demand COMMERCIAL 778.98.48 370 578.Zone Demand RESIDENTIAL 781.87.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2010 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) 371 554.Zone Demand 19.COMMERCIAL 19.778.97. 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 15.778.99. 377 549.Zone Demand RESIDENTIAL 778.99. 378 550.Zone Demand 12.COMMERCIAL 12.40 778.98. 379 549.Zone Demand RESIDENTIAL 778.41 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 780.96. 386 556.Zone Demand 17.COMMERCIAL 17.778.96.42 387 556.Zone Demand Composite 778.96.45 388 559.Zone Demand RESIDENTIAL 779.95. 389 554.Zone Demand RESIDENTIAL 780.97. 390 553.Zone Demand Composite 780.98. 391 555.Zone Demand RESIDENTIAL 780.97.42 392 554.Zone Demand COMMERCIAL 780.97. 393 552.Zone Demand Composite 780.98. 394 557.Zone Demand RESIDENTIAL 780.96. 395 558.Zone Demand COMMERCIAL 780.96. 396 560.Zone Demand RESIDENTIAL 779.95. 397 560.Zone Demand Composite 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.Composite 13.43 780.96. 401 559.Zone Demand RESIDENTIAL 780.95.46 402 555.Zone Demand 2.47 COMMERCIAL 780.97. 403 555.Zone Demand RESIDENTIAL 780.97. 404 562.Zone Demand 0.42 COMMERCIAL 0.42 781.94. 405 567.Zone Demand COMMERCIAL 781.92. 406 553.Zone Demand RESIDENTIAL 780.98. 407 563.Zone Demand RESIDENTIAL 782.94. 408 565.Zone Demand RESIDENTIAL 780.93. 409 558.Zone Demand RESIDENTIAL 780.96. 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 855.60.48 415 718.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 10.777.94. 419 560.Zone Demand RESIDENTIAL 777.93. 420 573.Zone Demand 12.RESIDENTIAL 12.777.88. 421 574.Zone Demand 15.Composite 15.776.87. 422 573.Zone Demand RESIDENTIAL 777.88.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 13 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 423 565.Zone Demand RESIDENTIAL 777.91. 424 566.Zone Demand RESIDENTIAL 777.91. 425 578.Zone Demand RESIDENTIAL 782.88. 426 578.Zone Demand RESIDENTIAL 782.88. 427 579.Zone Demand RESIDENTIAL 781.49 87. 428 579.Zone Demand COMMERCIAL 781.87.41 429 576.Zone Demand RESIDENTIAL 781.88. 430 576.Zone Demand RESIDENTIAL 781.88. 431 576.Zone Demand COMMERCIAL 781.88. 432 576.Zone Demand COMMERCIAL 781.88. 433 572.Zone Demand COMMERCIAL 781.90.46 434 572.Zone Demand Composite 781.90.46 435 578.Zone Demand RESIDENTIAL 781.87. 436 579.Zone Demand RESIDENTIAL 781.87. 437 578.Zone Demand RESIDENTIAL 781.87. 438 579.Zone Demand RESIDENTIAL 781.87.43 439 580.Zone Demand RESIDENTIAL 781.87. 440 580.Zone Demand Composite 781.87. 441 554.Zone Demand 11.IRRIGATION 11.15 778.97. 442 592.Zone Demand RESIDENTIAL 778.80. 443 556.Zone Demand RESIDENTIAL 778.96.45 444 554.Zone Demand COMMERCIAL 779.97. 445 554.Zone Demand IRRIGATION 778.97. 446 555.Zone Demand IRRIGATION 779.96. 447 556.Zone Demand RESIDENTIAL 779.96. 448 555.Zone Demand RESIDENTIAL 779.96. 449 554.Zone Demand COMMERCIAL 779.97. 450 556.Zone Demand RESIDENTIAL 779.96. 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 779.40 95. 457 558.Zone Demand RESIDENTIAL 779.48 95. 458 558.Zone Demand RESIDENTIAL 779.41 95. 459 557.Zone Demand COMMERCIAL 779.96. 460 556.Zone Demand COMMERCIAL 779.96. 461 556.Zone Demand RESIDENTIAL 779.96. 462 556.Zone Demand RESIDENTIAL 779.96. 463 557.Zone Demand RESIDENTIAL 779.96. 464 557.Zone Demand IRRIGATION 779.96. 465 556.Zone Demand RESIDENTIAL 779.96. 466 557.Zone Demand RESIDENTIAL 779.95. 467 558.Zone Demand RESIDENTIAL 779.95.49 468 558.Zone Demand COMMERCIAL 779.95. 469 557.Zone Demand COMMERCIAL 779.95. 470 558.Zone Demand COMMERCIAL 779.95. 471 554.Zone Demand RESIDENTIAL 780.97. 472 554.Zone Demand RESIDENTIAL 780.97. 473 555.Zone Demand RESIDENTIAL 780.97.45 474 559.Zone Demand RESIDENTIAL 779.41 95.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 9 of 13 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 475 558.Zone Demand RESIDENTIAL 779.95. 476 553.Zone Demand COMMERCIAL 779.97. 477 553.Zone Demand RESIDENTIAL 779.98. 478 555.Zone Demand RESIDENTIAL 780.97.45 479 553.Zone Demand RESIDENTIAL 779.97. 4BO 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 777.93. 490 565.Zone Demand RESIDENTIAL 777.91. 491 565.Zone Demand RESIDENTIAL 777.91. 492 569.Zone Demand RESIDENTIAL 776.89. 493 570.Zone Demand RESIDENTIAL 776.89. 494 575.Zone Demand RESIDENTIAL 776.87. 495 639.Zone Demand RESIDENTIAL 821.78. 496 628.Zone Demand RESIDENTIAL 821.83. 497 628.Zone Demand 31.RESIDENTIAL 31.821.83. 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. 503 616.Zone Demand RESIDENTIAL 821.88. 504 587.Zone Demand RESIDENTIAL 779.82. 505 587.Zone Demand COMMERCIAL 779.82. 506 584.Zone Demand RESIDENTIAL 779.84.42 507 618.Zone Demand RESIDENTIAL 779.69. 508 592.Zone Demand 11.RESIDENTIAL 11.779.80. 509 588.Zone Demand RESIDENTIAL 779.82. 510 594.Zone Demand RESIDENTIAL 779.80. 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 779.70.43 522 575.Zone Demand RESIDENTIAL 764.82. 523 578.Zone Demand Composite 764.80. 524 574.Zone Demand 16.IRRIGATION 16.764.47 82.41 525 559.Zone Demand RESIDENTIAL 777.94. 527 572.Zone Demand RESIDENTIAL 777.88.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7,O (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2010 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 12.768.96. 530 552.Zone Demand RESIDENTIAL 768.93. 531 579.Zone Demand RESIDENTIAL 779.86. 532 572.Zone Demand RESIDENTIAL 779.89. 533 572.Zone Demand 1.95 RESIDENTIAL 779.89. 534 572.Zone Demand RESIDENTIAL 779.89. 535 572.Zone Demand RESIDENTIAL 779.89. 536 571.Zone Demand RESIDENTIAL 779.90. 537 569.Zone Demand 28.RESIDENTIAL 28.779.90. 538 571.Zone Demand RESIDENTIAL 779.90. 539 572.Zone Demand RESIDENTIAL 779.89. 540 571.Zone Demand RESIDENTIAL 779.89. 541 572.Zone Demand RESIDENTIAL 779.89. 542 572.Zone Demand 13.RESIDENTIAL 13.779.89. 543 553.Zone Demand Composite 778.97.44 544 554.Zone Demand Composite 778.97. 546 555.Zone Demand RESIDENTIAL 778.96. 547 558.Zone Demand Composite 779.95. 548 559.Zone Demand RESIDENTIAL 779.95.42 549 559.Zone Demand IRRIGATION 779.95. 550 559.Zone Demand RESIDENTIAL 779.95. 551 559.Zone Demand RESIDENTIAL 779.95. 552 559.Zone Demand RESIDENTIAL 779.95. 553 557.Zone Demand 24.RESIDENTIAL 24.779.96. 554 557.Zone Demand 19.46 RESIDENTIAL 19.46 779.96. 555 558.Zone Demand 10.RESIDENTIAL 10.779.95. 556 559.Zone Demand 11.Composite 11.779.95.44 557 560.Zone Demand RESIDENTIAL 779.95. 558 561.Zone Demand 11.Composite 11.779.94.40 559 559.Zone Demand 15.RESIDENTIAL 15.779.95.49 560 558.Zone Demand Composite 779.95. 561 557.Zone Demand RESIDENTIAL 779.96. 562 558.Zone Demand RESIDENTIAL 779.95. 563 557.Zone Demand RESIDENTIAL 779.96. 564 557.Zone Demand RESIDENTIAL 779.96. 565 560.Zone Demand RESIDENTIAL 779.95. 566 558.Zone Demand RESIDENTIAL 779.95. 567 556.Zone Demand COMMERCIAL 780.96. 568 615.Zone Demand 13.44 RESIDENTIAL 13.44 821.89. 569 595.Zone Demand RESIDENTIAL 821.98. 570 597.Zone Demand 12.RESIDENTIAL 12.821.79 97. 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 16.842.83. 578 649.Zone Demand RESIDENTIAL 841.83.49 579 642.Zone Demand 14.RESIDENTIAL 14.842.86. 580 645.Zone Demand RESIDENTIAL 842.85.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 13 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 581 643.Zone Demand RESIDENTIAL 842.85. 582 643.Zone Demand RESIDENTIAL 842.85. 583 648.Zone Demand RESIDENTIAL 842.83. 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 809.68. 588 583.Zone Demand RESIDENTIAL 781.85. 589 576.Zone Demand COMMERCIAL 781.88. 590 574.Zone Demand RESIDENTIAL 781.89. 591 579.Zone Demand COMMERCIAL 781.87. 592 578.Zone Demand Composite 781.88. 593 579.Zone Demand 77.IRRIGATION 77.781.45 87. 594 578.Zone Demand RESIDENTIAL 781.49 87. 595 578.Zone Demand RESIDENTIAL 781.87. 596 578.Zone Demand RESIDENTIAL 780.89 .87. 597 578.Zone Demand RESIDENTIAL 780.87. 598 577.Zone Demand RESIDENTIAL 780.43 87. 599 576.Zone Demand RESIDENTIAL 780.43 88.45 600 576.Zone Demand RESIDENTIAL 780.43 88.45 601 577.Zone Demand COMMERCIAL 780.43 88. 602 577.Zone Demand COMMERCIAL 780.42 87. 603 575.Zone Demand RESIDENTIAL 780.43 88. 604 577.Zone Demand RESIDENTIAL 780.43 88. 605 578.Zone Demand COMMERCIAL 779.87. 606 578.Zone Demand RESIDENTIAL 779.87. 607 572.Zone Demand COMMERCIAL 776.88. 608 575.Zone Demand RESIDENTIAL 776.87. 609 575.Zone Demand RESIDENTIAL 776.87. 61O 577.Zone Demand RESIDENTIAL 775.85. 611 577.Zone Demand RESIDENTIAL 775.85. 612 577.Zone Demand RESIDENTIAL 775.41 85. 613 577.Zone Demand RESIDENTIAL 775.41 85. 614 577.Zone Demand 15.Composite 15.775.85. 615 578.Zone Demand COMMERCIAL 775.85. 616 580.Zone Demand 15.Composite 15.774.84. 617 562.Zone Demand RESIDENTIAL 783.95. 618 562.Zone Demand Composite 783.96. 619 562.Zone Demand RESIDENTIAL 783.96. 620 566.Zone Demand RESIDENTIAL 786.41 95. 621 566.Zone Demand COMMERCIAL 786.95. 622 566.Zone Demand RESIDENTIAL 786.95. 623 567.Zone Demand Composite 786.94. 624 567.Zone Demand RESIDENTIAL 787.49 95. 625 567.Zone Demand RESIDENTIAL 787.95. 628 569.Zone Demand Composite 788.94. 636 578.Zone Demand RESIDENTIAL 782.88. 637 558.Zone Demand 13.RESIDENTIAL 13.768.90. 638 559.Zone Demand 15.RESIDENTIAL 15.768.90. 639 556.Zone Demand 27.Composite 27.768.92. 640 564.Zone Demand 39.RESIDENTIAL 39.770.40 89. 650 610.Zone Demand 22.RESIDENTIAL 22.779.73.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:43 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2010 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) 651 553.Zone Demand 12.RESIDENTIAL 12.778.97. 653 627.Zone Demand 16.RESIDENTIAL 16.789.70.48 654 682.Zone Demand 21.40 RESIDENTIAL 21.40 855.75. 655 680.Zone Demand 18.RESIDENTIAL 18.48 855.76. 656 693.Zone Demand 23.RESIDENTIAL 23.855.70.42 657 563.Zone Demand 16.RESIDENTIAL 16.778.93. 658 598.Zone Demand RESIDENTIAL 779.78. 659 638.Zone Demand RESIDENTIAL 757.51. 660 640.Zone Demand COMMERCIAL 757.50. 661 641.Zone Demand RESIDENTIAL 757.50. 750 652.Zone Demand RESIDENTIAL 858.42 89. 751 571.Zone Demand RESIDENTIAL 769.85. 752 567.Zone Demand 20.COMMERCIAL 20.787.95. 813 565.Zone Demand Fixed 777.91. 814 560.Zone Demand Fixed 777.93. 822 615.Zone Demand Fixed 779.71. 823 636.Zone Demand Fixed 794.68. 824 621.Zone Demand Fixed 790.73. 825 609.Zone Demand COMMERCIAL 767.68. 826 579.Zone Demand Fixed 781.49 87. 827 579.Zone Demand Fixed 781.87. 828 585.Zone Demand Fixed 781.85. 829 585.Zone Demand Fixed 781.85. 830 585.Zone Demand Fixed 781.85. 831 585.Zone Demand 109.Fixed 109.781.85. 832 585.Zone Demand Fixed 781.85. 833 585.Zone Demand Fixed 781.85. 834 585.Zone Demand Fixed 781.85. 835 585.Zone Demand Fixed 781.85. 836 585.Zone Demand Fixed 781.85. 837 585.Zone Demand Fixed 781.85. 838 585.Zone Demand Fixed 781.85. 840 585.Zone Demand Fixed 781.85. 842 552.Zone Demand Fixed 769.93. 844 663.Zone Demand RESIDENTIAL 831.72. 845 664.Zone Demand Fixed 833.73. 846 665.Zone Demand Fixed 835.73. 847 661.Zone Demand RESIDENTIAL 831.73. 848 664.Zone Demand RESIDENTIAL 833.73. 849 665.Zone Demand RESIDENTIAL 835.73. 850 567.Zone Demand Fixed 788.95. 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 779.81. 906 553.Zone Demand COMMERCIAL 768.92. 917 625.Zone Demand Fixed 782.45 68. 981 640.Zone Demand Fixed 745.45. 982 644.Zone Demand Fixed 753.47. Title: INITIAL RUN w:\...\2010 scenario well 6 off.wcd 01/17/07 12:26:43 lID\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 13 of 13 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl10001t)Headloss (It) 370.PVC Open 536.3.42 775.773. 266.PVC Open 775.775. 365.PVC Open 546.3.49 777.775.5.49 357.PVC Open 320.777.777. 369.PVC Open 149.778.777.0.47 223.PVC Open 778.778. 358.PVC Open 150.778.778.0.48 530.PVC Open 14.44 778.778. 320.PVC Open 778.778. 680.PVC Open 136.778.48 778.0.40 314.PVC Open 132.778.778. 520.PVC Open 31.778.778. 660.PVC Open 15.778.778. 130.PVC Open 778.778. 770.PVC Open 35.0.40 778.778.45 446.PVC Open 111 .778.45 778. 380.PVC Open 158.778.778.45 270.PVC Open 23.778.778. 440.PVC Open 102.778.778. 83.PVC Open 778.778. 72.PVC Open 109.778.778. 572.PVC Open 118.778.778. 195.PVC Open 67.778.778.0.45 826.PVC Open 43.778.778. 368.PVC Open 15.778.778. 282.PVC Open 33.778.778. 228.PVC Open 49.778.778. 603.PVC Open 101.778.778. 340.PVC Open 36.0.42 778.778. 560.PVC Open 49.778.778. 249.PVC Open 142.778.778.0.44 660.PVC Open 106.778.778. 400.PVC Open 778.778. 171.PVC Open 114.778.778. 375.PVC Open 81.779.778. 180.PVC Open 12.46 779.779. 318.PVC Open 11.779.779. 310.PVC Open 779.779. 238.PVC Open 18.47 779.779. 250.Asbesto Open 18.779.779. 164.PVC Open 30.779.779. 64.PVC Open 42.42 778.778. 80.PVC Open 124.779.778. 479.PVC Open 84.778.779. 70.PVC Open 73.0.47 779.779. 61. ~ ~ PVC Open 196.779.779. 451.PVC Open 47.779.779. 172.PVC Open 72.0.46 779.779. 149.PVC Open 21.779.779. 390.Asbest0 Open 16.779.779. 250.Asbest0 Open 2.43 779.779.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 16 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(in)Status Williams (gpm)(Ws)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(Wi OOOft)Headloss (ft) 1 05 280.PVC Open 14.784.784. 106 50.PVC Open 118.784.784. 107 233.PVC Open 784.784. 108 110.PVC Open 784.784. 109 207.PVC Open 120.784.784. 110 300.PVC Open 298.48 784.782.40 111 470.PVC Open 26.782.40 782.44 112 120.PVC Open 0.40 782.44 782. 113 124.PVC Open 32.782.782.46 114 145.PVC Open 22.782.46 782.47 115 430.PVC Open 14.782.47 782.45 116 316.PVC Open 782.45 782.45 117 250.PVC Open 40.0.46 782.782.47 118 190.PVC Open 782.782. 119 240.PVC Open 46.782.782. 120 621.PVC Open 32.782.782.49 121 100.PVC Open 782.782.49 122 280.PVC Open 23.782.49 782.48 123 140.PVC Open 782.48 782.48 124 530.PVC Open 15.782.46 782.48 125 270.PVC Open 82.782.782. 126 78.PVC Open 13.782.782. 127 610.PVC Open 10.782.782. 128 430.PVC Open 96.782.782. 129 250.PVC Open 36.782.782. 130 480.PVC Open 10.782.782. 131 100.PVC Open 782.782. 132 80.PVC Open 782.782. 133 165.PVC Open 54.782.782. 134 270.PVC Open 782.2,782. 135 243.PVC Open 68.0.44 782.782. 136 600.PVC Open 354.782.781.44 1.44 137 300.PVC Open 428.787.782.3.44 4.48 138 194.PVC Open 20.787.787. 139 200.PVC Open 71.1.82 787.782. 140 400.PVC Open 92.787.787.44 141 67.PVC Open 281.1.80 787.44 787. 142 940.PVC Open 186.787.44 784. 143 95.PVC Open 414.787.787. 144 700.PVC Open 451.790.787. 145 260.PVC Open 242.790.789. 146 420.PVC Open 764.794.790.10.48 4.40 147 656.PVC Open 32.787.787. 148 548.PVC Open 11.787.787. 149 112.PVC Open 787.787. 150 867.12.pve Open 811.15 763.40 757. 151 601.PVC Open 787.787. 152 570.PVC Open 742.786.780. 154 Ductile I Open 79.611.611. 155 Ductile I Open 36.0.42 611.611. 156 Ductile I Open 611.00 611.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems. Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 3 of 16 Scenario: 2010 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) 390.Asbesto Open 779.779. 261.Asbesto:Open 17.779.779. 211.Asbesto.Open 779.779. 330.Asbesto Open 779.779. 352.PVC Open 29.43 779.779. 330.PVC Open 26.44 779.779. 220.PVC Open 64.779.779.0.42 444.PVC Open 779.779. 31.PVC Open 79.779.779. 83.PVC Open 51.779.779. 87.Ductile I Open 435.612.611.17. 15.PVC Open 51.779.779. 251.PVC Open 65.42 0.42 779.779. 334.PVC Open 28.779.779. 129.PVC Open 76.0.49 779.779. 556.PVC Open 29.779.779. 387.PVC Open 64.0.41 779.779. 131.PVC Open 779.779. 150.PVC Open 76.0.49 779.779. 326.PVC Open 57.43 779.779. 570.PVC Open 779.779. 280.PVC Open 43.779.779. 402.PVC Open 38.48 779.779. 150.PVC Open 98.779.779. 700.PVC Open 45.779.778. 325.PVC Open 41.0.47 779.779. 360.PVC Open 17.779.779. 158.PVC Open 779.779. 985.PVC Open 37.0.43 779.779. 930.PVC Open 80.779.779. 550.PVC Open 779.779. 410.PVC Open 160.779.778. 660.PVC Open 112.779.779. 130.PVC Open 779.779. 314.PVC Open 779.779. 283.PVC Open 146.782.779.2.47 910.PVC Open 170.782.40 780. 383.PVC Open 298.780.779.44 300.PVC Open 144.779.44 779.0.45 292.PVC Open 147.779.779.0.46 372.PVC Open 135.43 780.780.0.40 150.PVC Open 780.780. 340.PVC Open 144.780.40 780.0.44 125.PVC Open 113.780.43 780.40 158.PVC Open 780.43 780. 360.PVC Open 121.780.780.43 100 809.PVC Open 41.0.47 780.780.40 101 95.PVC Open 779.779.28 102 620.PVC Open 174.780.780. 103 150.PVC Open 94.786.786. 104 980.PVC Open 141.786.784.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 16 Label 157 158 159 160 161 162 163 164 165 166 167 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 Length (It) Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pipe Report Dia Material Control Hazen- Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(in) Status Williams (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Gradient Pipe(It) (It) (ft/10001t) Headloss (It) 20. 15. 10. 170. 575. 797. 505. 420. 150. 507. 48. 364. 880. 340. 160. 460. 260. 80. 170. 420. 393. 120. 394. 225. 442. 258. 300. 700. 800. 158. 700. 260. 700. 698. 448. 480. 800. 242. 371. 846. 095. 221. 273. 523. 573. 257. 616. 173. 796. 188. 0 Ductile I Open Ductile I Open 0 Ductile I Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 96.0 PVC Open0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 pve Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 79. 36. 24. 27. 10. 49. 650. 41. 350.40 51. 51. 691. 109. 54. 42. 20. 85. 87. 221. 288. 116. 161. 248. 312. 40. 72. 18. 36. 30. 501. 25. 73. 473. 234. 163. 28. 28.42 128.47 109. 0.42 4.41 0.47 0.42 779. 779. 779. 779. 779. 779. 779. 789. 789. 781.44 534. 779. 778. 797. 778. 778. 778. 779. 779. 778. 778. 778. 778. 778. 779. 779. 789. 789. 789. 787. 790. 789. 789. 789. 789. 773. 773. 773. 773. 773. 771.48 770.42 771.48 770. 770. 770.41 779. 779. 779. 779. 779. 779. 779. 786. 2,789. 780. 534. 779. 778. 789. 779. 778. 778. 779. 779. 778. 778. 778. 778. 779. 779. 779. 789. 787. 787. 786. 790. 789. 789. 789. 789. 773. 773. 773. 773. 771.48 771.46 770. 770. 770.26 770. 770.42 770. 770. 770. 769. 769. 0.44 0.42 Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58IID\1Bentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 16 770. 770. 770. 770. 769. Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ft/1 0001t)Headloss (It) 210 310.PVC Open 97.769.769. 211 158.PVC Open 769.769. 212 275.PVC Open 91.769.769. 213 272.PVC Open 13.769.769. 214 270.PVC Open 70.0.45 769.769. 215 438.PVC Open 769.2,769. 216 49.PVC Open 769.769. 217 129.PVC Open 769.769. 218 168.PVC Open 55.769.769. 219 462.PVC Open 10.769.769. 220 225.PVC Open 262.770.769. 221 276.PVC Open 227.1.45 769.769. 223 460.PVC Open 191.768.768.40 224 737.12.PVC Open 154.0.44 768.768. 225 309.PVC Open 57.768.768. 226 502.PVC Open 10.768.768. 227 237.PVC Open 768.768. 228 299.PVC Open 32.768.768. 229 498.PVC Open 768.768. 230 317.PVC Open 768.768. 231 327.PVC Open 12.768.768. 232 487.12.PVC Open 92.768.768. 233 464.PVC Open 768.768. 234 494.PVC Open 768.768. 235 332.12.PVC Open 70.768.768. 236 458.PVC Open 768.768. 237 298.PVC Open 768.768. 238 363.12.PVC Open 59.40 768.768. 239 465.PVC Open 49.768.768. 240 513.12.PVC Open 768.768. 241 654.PVC Open 36.778.778. 242 880.12.PVC Open 111.779.779. 243 980.12.PVC Open 291.779.779. 244 759.12.PVC Open 91.779.779. 245 100.12.PVC Open 779.779. 246 430.PVC Open 86.779.778. 247 712.PVC Open 36.778.778. 248 760.PVC Open 47.778.778. 249 50.PVC Open 778.778. 250 263.PVC Open 25.778.778. 251 50.PVC Open 778.778. 252 800.PVC Open 30.778.778. 253 655.12.PVC Open 78.779.779. 254 370.PVC Open 78.779.779. 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 332.48 780.779. 261 167.PVC Open 488.779.778.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 16 Scenario: 2010 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) 262 395.PVC Open 296.778.777. 263 527.PVC Open 139.777.777.0.42 264 477.PVC Open 144.41 777.777.0.45 265 341 .PVC Open 26.777.777. 266 261.PVC Open 158.777.777.47 267 136.PVC Open 212.777.47 777. 268 604.PVC Open 64.0.41 777.777.47 269 355.PVC Open 101.777.777. 270 776.PVC Open 174.778.778.0.49 271 810.PVC Open 163.779.779.0.45 272 547.PVC Open 779.779. 273 618.PVC Open 153.779.780. 274 332.PVC Open 158.780.780. 275 700.PVC Open 103.40 780.780. 276 83.PVC Open 262.780.780. 277 419.PVC Open 82.49 780.780. 278 620.12.PVC Open 780.780. 280 813.PVC Open 69.44 0.44 778.778. 281 287.12.PVC Open 509.792.791.1.42 282 797.12.PVC Open 1,484.787.783. 283 320.PVC Open 783.783. 284 388.12.PVC Open 481.783.781. 285 528.12.PVC Open 197.781.781. 286 358.12.PVC Open 652.781.779.40 287 419.PVC Open 372.779.40 778. 288 341.PVC Open 361.778.777.45 2.49 289 193.PVC Open 778.778. 290 267.12.PVC Open 275.779.40 778.44 291 640.PVC Open 180.777.777.45 0.43 292 460.12.PVC Open 809.777.777. 293 302.PVC Open 241.1.54 777.54 777. 294 213.12.PVC Open 042.777.776.2.43 295 511.12.PVC Open 112.48 776.775.1.40 296 305.12.PVC Open 73.43 776.776. 297 650.PVC Open 776.776. 298 516.12.PVC Open 807.776.775.1.49 299 19.12.PVC Open 607.40 775.775. 300 334.PVC Open 199.775.774. 301 241 .PVC Open 784.797.794.11. 302 911.12.PVC Open 1,475.801.797. 303 156.PVC Open 296.49 801.801. 304 239.PVC Open 79.801.801. 305 176.PVC Open 11.801.801. 306 140.PVC Open 801.801. 307 283.PVC Open 801.801. 308 265.PVC Open 94.802.801. 309 205.PVC Open 802.802. 310 977.PVC Open 109.802.802. 311 142.PVC Open 802.802. 312 850.PVC Open 131.802.802. 313 666.PVC Open 223.1.43 802.801.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07 00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 16 Scenario: 2010 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) 314 402.PVC Open 369.46 803.802. 315 547.PVC Open 256.49 804.803. 316 401.PVC Open 121.803.803. 317 742.PVC Open 55.803.803. 318 343.PVC Open 803.803. 319 273.PVC Open 71.0.45 803.803. 320 288.PVC Open 89.803.803. 321 290.PVC Open 58.803.803. 322 133.PVC Open 10.803.803. 323 270.PVC Open 77.803.803. 324 472.PVC Open 803.803. 325 298.PVC Open 215.804.804. 326 747.PVC Open 112.804.803.0.28 327 154.PVC Open 82.804.803. 328 160.PVC Open 475.805.804. 329 094.12.PVC Open 179.805.801 . 330 804.12.PVC Open 655.809.805. 331 474.PVC Open 251.1.61 821.820. 332 221.PVC Open 821.821. 333 260.PVC Open 267.821.821.1.41 334 213.PVC Open 821.821. 335 138.PVC Open 821.821. 336 267.PVC Open 275.821.821.1.49 0.40 337 592.12.PVC Open 182.45 821.821. 338 260.12.PVC Open 468.822.821. 339 281.PVC Open 18.48 822.822. 340 449.12.PVC Open 494.1.40 822.822. 341 174.PVC Open 822.822. 342 286.PVC Open 822.822. 343 402.12.PVC Open 1,417.42 822.820. 344 192.12.PVC Open 917.5.44 831.822. 345 504.12.PVC Open 608.842.841.0.44 346 261.12.PVC Open 176.842.842. 347 228.PVC Open 75.0.48 842.842. 348 532.12.PVC Open 930.5.48 841.837. 349 172.12.PVC Open 272.842.841. 350 180.PVC Open 842.842. 351 641.12.PVC Open 280.844.842. 352 215.PVC Open 784.844.842.11. 353 228.12.PVC Open 074.846.844. 354 388.PVC Open 846.846. 355 278.12.PVC Open 082.849.846. 356 862.PVC Open 385.47 2.46 851.849.2.42 357 384.12.PVC Open 711.851.849.2.42 358 445.12.PVC Open 112.855.851.9.49 359 285.12.pve Open 127.855.855. 360 433.12.PVC Open 803.855.856.45 1.47 361 110.12.PVC Open 658.841.841. 362 701.12.PVC Open 1,447.859.855. 363 278.12.PVC Open 825.860.859. 364 033.PVC Open 360.859.856.45 2.48Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 16 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(ft)(ftl1 0001t)Headloss (It) 365 213.PVC Open 717.856.45 858.42 366 15.PVC Open 858.42 858.42 367 928.PVC Open 717.867.858.42 370 40.PVC Open 17.780.780. 371 40.PVC Open 779.779. 372 360.12.PVC Open 561.780.780. 373 479.PVC Open 162.779.779. 374 102.12.PVC Open 61.768.768. 375 90.12.PVC Open 768.768. 376 789.12.PVC Open 1,466.864.860. 377 321.PVC Open 384.2.45 864.860. 378 203.12.PVC Open 869.866.864.7.48 379 775.12.PVC Open 811.757.751.5.45380558.12.PVC Open 821.821. 381 890.12.PVC Open 811.751.745. 383 107.12.PVC Open 869.867.866.7.48 384 154.PVC Open 275.778.44 778.1.48 385 378.PVC Open 778.778. 386 257.PVC Open 261.778.777.1.35 387 333.PVC Open 777.777. 388 270.PVC Open 247.777.777. 389 185.PVC Open 777.777. 390 419.PVC Open 530.777.45 775. 391 250.PVC Open 159.775.775. 392 535.PVC Open 49.775.775. 393 113.PVC Open 305.775.775.1.80394377.PVC Open 245.775.774.0.45395474.PVC Open 208.775.774.0.42 396 250.PVC Open 445.774.773. 397 598.PVC Open 360.775.773.2.47 1.48 398 270.12.PVC Open 091.774.773. 399 202.PVC Open 774.774. 400 280.12.PVC Open 100.775.774. 401 233.PVC Open 775.775. 402 310.12.PVC Open 888.773.771.44 403 377.PVC Open 771.44 771.44 404 252.12.PVC Open 877.771.44 769. 405 213.PVC Open 769.769. 406 535.12.PVC Open 865.769.765.7.45 P-407 160.PVC Open 457.765.764. 408 308.12.PVC Open 398.765.764. 409 PVC Open 764.764. 410 265.PVC Open 26.821.821. 411 136.PVC Open 13.44 821.821. 412 330.PVC Open 821.821. 413 942..n n n\"'" "'--- 139.821.621.1.o.r V\J '-'/--"'iI' 414 216.PVC Open 27.821.821. 415 433.PVC Open 821.821. 416 265.PVC Open 11.821.821. I P-417 392.12.PVC Open 73.855.855. 418 493.12.PVC Open 56.855.855.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 16 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It).(ftl1 0001t)Headloss (It) 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 837.837. 426 209.12.PVC Open 837.837. 427 207.12.PVC Open 837.837. 428 251.12.PVC Open 000.778.44 777. 429 281.PVC Open 12.768.768. 430 370.PVC Open 228.1.46 777.777. 431 54.PVC Open 777.777. 432 55.PVC Open 777.777. 433 506.PVC Open 237.777.778. 434 155.12.PVC Open 131.778.778. 435 467.PVC Open 46.778.778. 436 360.PVC Open 168.49 1.08 778.778. 437 760.PVC Open 70.47 0.45 778.778. 438 348.PVC Open 104.44 778.778. 439 51.12.PVC Open 113.778.778. 440 18.12.PVC Open 778.778. 441 642.12.PVC Open 116.778.778. 442 350.12.PVC Open 15.778.778. 443 336.12.PVC Open 312.778.778. 444 829.12.PVC Open 312.778.41 778. 445 120.PVC Open 209.778.778. 446 470.PVC Open 778.778. 447 265.12.PVC Open 312.778.778. 448 337.PVC Open 118.779.780. 449 39.PVC Open 778.778. 450 705.12.PVC Open 318.778.778. 451 197.12.PVC Open 336.778.778. 452 250.12.PVC Open 778.778. 453 546.PVC Open 82.49 780.780. 454 526.PVC Open 44.2,779.780. 455 730.PVC Open 101.780.779. 456 236.PVC Open 118.780.780. 457 235.12.PVC Open 780.780. 458 311.12.PVC Open 780.780. 459 314.12.PVC Open 780.780. 460 331.PVC Open 780.780. 461 399.12.PVC Open 126.2,780.780. 462 322.12.PVC Open 370.1.05 780.780. 463 711.12.PVC Open 369.49 1.05 780.779. 464 355.12.PVC r\~~~At'\"7 "'" 780.780.~t-'~.. ..,.,'" ..", I ... I 465 158.PVC Open 161.24 780.780. 466 432.PVC Open 73.0.47 780.780. 467 475.PVC Open 69.0.44 780.780. 468 316.PVC Open 129.780.780. 469 347.12.PVC Open 534.780.780.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 16 Scenario: 2010 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) 470 178.12.PVC Open 658.780.780. 471 660.12.PVC Open 661.781.780. 472 224.12.PVC Open 661.781.781. 473 296.12.PVC Open 010.781.782. 474 153.12.PVC Open 658.780.780. 476 304.PVC Open 780.780. 477 692.PVC Open 345.780.781. 478 13.PVC Open 779.779. 479 84.PVC Open 22.779.779. P-480 200.12.PVC Open 561.780.780. 481 550.12.PVC Open 551.780.780.0.40 482 703.PVC Open 126.780.779. 483 960.12.PVC Open 417.43 780.779.0.43 0.41 484 265.12.PVC Open 508.45 1.44 779.779. 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 108.777.777. 491 317.PVC Open 777.777. 492 010.PVC Open 106.777.777. 493 314.PVC Open 189.777.776. 494 159.PVC Open 95.777.777. 495 527.PVC Open 95.777.777. 496 134.12.PVC Open 839.782.781. 498 96.PVC Open 493.493. 499 356.12.PVC Open 478.781.781. 500 259.12.PVC Open 471.781.781.49 501 152.12.PVC Open 346.781.781. 503 30.PVC Open 781.781. 504 120.PVC Open 55.781.58 781. 505 30.PVC Open 781.58 781. 507 27.PVC Open 781.781. 508 197.PVC Open 12.49 781.781. 509 785.PVC Open 10.781.781. 510 222.PVC Open 781.781. 511 683.PVC Open 781.781. 512 819.PVC Open 781.781. 513 283.PVC Open 781.781. 514 136.PVC Open 781.781. 515 560.PVC Open 777.777. 516 19.PVC Open 281.1.80 787.787. 517 96.Steel Open 522.2,419.2,419. 518 250.PVC Open 16.778.778. 518 673.pve Open 194.778.778. 520 32.PVC Open 84.778.778. 521 769.PVC Open 174.778.777.0.48 522 105.PVC Open 28.778.778. 523 305.12.PVC Open 309.779.778. 524 94.PVC Open 46.48 779.778.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 16 Scenario: 2010 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)(ftl1 OOOft)Headloss (ft) 525 232.12.PVC Open 356.779.779. 526 294.12.PVC Open 268.779.779. 527 248.PVC Open 779.779. 528 83.PVC Open 779.779. 529 115.12.PVC Open 269.779.779. 530 384.12.PVC Open 269.779.779. 531 153.12.PVC Open 269.779.779. 532 216.12.PVC Open 269.779.779. 533 169.12.PVC Open 269.779.779. 534 163.12.PVC Open 269.779.779. 535 222.12.PVC Open 269.779.40 779. 536 395.12.PVC Open 271.779.48 779. 537 322.PVC Open 97.779.48 779.41 538 574.PVC Open 97.779.41 779. 539 315.PVC Open 97.779.779. 540 306.PVC Open 96.779.779. 541 359.PVC Open 96.779.779. 542 145.PVC Open 779.779. 543 289.PVC Open 779.779. 544 387.PVC Open 779.779. 545 57.12.PVC Open 779.779. 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 124.780.780. 553 161.PVC Open 124.780.780. 554 90.PVC Open 779.41 779. 555 63.12.PVC Open 369.779.779. 556 252.PVC Open 779.779. 557 256.12.PVC Open 369.779.779. 558 702.12.PVC Open 369.779.779. 559 110.12.PVC Open 779.779. 560 275.PVC Open 124.780.780. 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 777.777. 570 307.PVC Open 166.777.777. 571 220.PVC Open 777.777. 572 247.PVC Open 157.43 777.776. 573 254.PVC Open 776.776. 574 400.PVC Open 146.776.776.0.46 575 287.PVC Open 776.776.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 16 Scenario: 2010 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) 576 606.12.PVC Open 106.821.821. 577 326.12.PVC Open 106.821.821. 578 16.PVC Open 31.821.821. 579 125.12.PVC Open 75.821.821. 580 48.PVC Open 821.821. 581 307.12.PVC Open 48.821.821. 582 252.PVC Open 13.821.821. 583 906.PVC Open 13.821.821. 584 151.00 PVC Open 15.821.821. 585 259.12.PVC Open 25.821.821. 586 471.12.PVC Open 12.821.821. 588 320.PVC Open 10.779.779. 589 481.PVC Open 65.0.42 779.779. 590 480.PVC Open 779.779. 591 500.PVC Open 779.779. 592 334.PVC Open 91.779.779. 593 250.PVC Open 779.779. 594 832.PVC Open 10.779.779. 595 350.PVC Open 99.779.779. 596 325.PVC Open 779.779. 597 223.PVC Open 779.779. 598 460.PVC Open 61.47 779.779. 599 540.12.PVC Open 363.779.779. 600 660.PVC Open 57.779.779. 601 160.PVC Open 47.779.779. 602 120.PVC Open 779.779. 603 200.PVC Open 54.779.779. 604 375.PVC Open 79.779.779. 605 500.PVC Open 140.779.779.0.42 606 466.PVC Open 764.764. 607 121 .PVC Open 447.764.764.47 0.45 608 308.PVC Open 431.764.763.40 3.48 609 198.12.PVC Open 387.764.763.40 610 199.PVC Open 103.777.777. 611 673.PVC Open 100.777.777. 612 91.PVC Open 777.777. 613 354.PVC Open 20.779.779. 614 739.12.PVC Open 768.768. 615 878.12.PVC Open 768.768. 616 642.12.PVC Open 768.768. 617 35.PVC Open 791.791. 618 246.PVC Open 780.780. 619 179.PVC Open 57.778.778. 620 215.PVC Open 779.779. 621 780.PVC Open 33.779.779. 622 123.PVC Open 779.779. 623 286.PVC Open 23.779.779. 624 160.PVC Open 779.779. 625 660.PVC Open 13.779.779. 626 225.PVC Open 28.779.779. 627 357.PVC Open 19.779.779.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00101/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 16 Scenario: 2010 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)(Wi OOOft)Headloss (ft) 628 114.PVC Open 779.779. 629 395.PVC Open 25.779.779. 630 97.PVC Open 779.779. 631 305.PVC Open 33.779.779. 632 280.PVC Open 26.779.779. 633 380.PVC Open 778.778. 634 316.PVC Open 778.778. 635 230.PVC Open 1.45 778.778. 636 60.PVC Open 14.778.778. 637 602.PVC Open 778.778.20 638 650.PVC Open 778.778. 639 346.PVC Open 162.779.779. 640 269.PVC Open 61.0.40 779.779. 641 215.PVC Open 38.779.779. 642 245.PVC Open 52.779.779. 643 325.PVC Open 72.0.46 779.779. 644 190.PVC Open 136.779.779.0.40645503.PVC Open 23.779.779. 646 268.PVC Open 42.779.779. 647 349.PVC Open 41.779.779. 648 172.PVC Open 11. 73 779.779. 649 299.PVC Open 63.0.41 779.779. 650 355.PVC Open 20.779.779. 651 265.PVC Open 779.779. 652 260.PVC Open 29.779.779. 653 432.PVC Open 11.779.779. 654 153.PVC Open 40.779.779. 655 154.PVC Open 106.779.779. 656 96.PVC Open 178.779.779. 657 191.00 PVC Open 94.779.779. 658 46.PVC Open 14.779.779. 659 352.PVC Open 80.779.779. 660 566.PVC Open 83.779.779. 661 219.PVC Open 163.780.779. 662 175.PVC Open 779.779. 663 197.PVC Open 779.779. 664 259.PVC Open 63.0.41 779.779. 665 637.PVC Open 88.45 842.842. 666 120.PVC Open 109.842.841. 667 1 ,504.PVC Open 842.842. 668 167.PVC Open 842.842. 669 251.PVC Open 23.842.842. 670 104.PVC Open 842.842. 671 231.PVC Open 28.842.842. 672 341.PVC Open 33.842.842. S73 337.PVC Open 65.0.42 842.842. 674 285.PVC Open 842.842. 675 199.PVC Open 842.842. 676 283.PVC Open 75.0.48 842.842. 677 397.PVC Open 49.841.841. 678 865.PVC Open 35.841.841.Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 16 Scenario: 2010 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) 679 123.PVC Open 841.841. 680 231.PVC Open 47.841.841. 681 142.PVC Open 94.841.841. 682 1 ,166.PVC Open 36.841.841. 683 818.PVC Open 821.821. 684 325.12.PVC Open 662.811.809. 685 51.PVC Open 13.44 821.821. 686 53.PVC Open 12.821.821. 687 22.PVC Open 360.781.781.10. 688 146.12.PVC Open 479.781.781. 689 70.12.PVC Open 471.781.49 781.45 691 524.PVC Open 162.781.781. 692 113.PVC Open 781.781. 693 166.PVC Open 781.781. 694 689.PVC Open 162.781.781. 695 356.12.PVC Open 739.781.45 781.0.45 696 63.12.PVC Open 902.781.780. 697 126.PVC Open 780.780. 698 248.12.PVC Open 902.780.780.43 0.46 699 173.PVC Open 15.48 780.43 780.43 700 11.PVC Open 780.43 780.43 701 280.PVC Open 15.48 780.43 780.43 702 156.PVC Open 780.780.42 703 299.PVC Open 780.43 780. 704 279.PVC Open 780.43 780.43 705 582.12.PVC Open 886.780.43 779. 706 10.PVC Open 779.779. 707 1,401.12.PVC Open 883.779.776.2.48 708 201.PVC Open 776.776. 709 14.PVC Open 776.776. 710 132.12.PVC Open 881.776.776. 711 335.12.PVC Open 607.40 775.775. P- 712 323.12.PVC Open 775.775. P- 713 228.12.PVC Open 607.40 775.775. 714 12.PVC Open 775.41 775.41 715 163.12.PVC Open 607.775.41 775. P- 716 160.PVC Open 775.775. 718 620.PVC Open 199.774.774. P- 719 471.12.PVC Open 010.782.783. 720 153.12.PVC Open 010.783.783. 721 14.12.PVC Open 783.783. 723 141.12.PVC Open 018.786.41 786. 724 320.12.PVC Open 027.45 786.787. 725 502.12.PVC Open 786.786. 726 214.12.PVC Open 786.786. 727 372.PVC Open 57.2,768.768. 728 156.PVC Open 15.768.768. 729 708.PVC Open 27.768.768. 730 797.PVC Open 23.770.41 770.42 731 160.PVC Open 39.770.40 770. 732 48.12.PVC Open 782.782.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 16 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (It)(in)Status Williams (gpm)(ftls)Hydraulic Grade Hydraulic Grade Gradient Pipe (It)(It)(ftl1 0001t)Headloss (It) 733 425.PVC Open 136.778.778.48 0.40 735 62.12.PVC Open 779.779. 736 65.12.PVC Open 779.779. 737 33.PVC Open 779.779. 738 136.PVC Open 211.780.780. 739 392.12.PVC Open 140.0.40 779.779. 740 14.PVC Open 36.46 779.779. 741 414.12.PVC Open 177.779.779. 742 275.PVC Open 16.779.779. 743 120.PVC Open 36.778.778. 744 43.12.PVC Open 930.837.837. 745 171 .12.PVC Open 027.45 787.49 787.0.40 747 566.12.PVC Open 308.788.782. 749 50.96.PVC Open 316.2,422.2,422. 751 37.PVC Open 782.782. 752 42.PVC Open 782.2,782. 753 697.PVC Open 103.779.779. 754 420.PVC Open 778.778. 755 452.PVC Open 53.790.789. 756 895.PVC Open 855.855. 757 777.PVC Open 855.855. 758 967.PVC Open 10.855.855. 759 920.PVC Open 157.778.777.0.48 760 830.12.PVC Open 91.779.779. 762 30.PVC Open 757.757. 763 833.12.PVC Open 505.46 791.787. 764 330.PVC Open 774.757.753.10. 765 140.Steel Open 435.543.541.13. 766 12.PVC Open 662.820.820. 767 356.PVC Open 775.761.757.10. 768 239.12.PVC Open 751.751. 769 12.PVC Open 792.792. 844 254.12.PVC Open 919.5.45 833.831. 845 230.12.PVC Open 921.5.45 835.833. 846 188.12.PVC Open 922.5.45 837.835.1.49 847 383.PVC Open 831.831. 848 176.PVC Open 833.833. 849 168.PVC Open 835.835. 900 587.12.PVC Open 586.875.26 867.14. 901 Steel Open 51.779.779. 904 143.12.PVC Open 522.793.41 792. 906 60.12.PVC Open 768.768. 907 798.PVC Open 316.8.40 842.788.30.54. 950 171.PVC Open 43.778.778. 954 23.64.PVC Open 281.574.574. 958 76.PVC Open 28.777.777. 959 345.PVC Open 186.777.777. 960 37.PVC Open 182.777.777. 964 139.12.PVC Open 591.775.774. 965 21.12.PVC Open 781.781. 968 673.PVC Open 757.757.Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 16 Scenario: 2010 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 (It) 971 601.PVC Open 779.779. 972 79.PVC Open 779.779. 973 180.PVC Open 779.779. 974 904.PVC Open 11.794.794. 975 179.PVC Open 11.794.794. 976 344.PVC Open 790.790. 977 178.PVC Open 790.790. 978 629.PVC Open 775.767.761.10. 979 592.PVC Open 775.774.767.10. 980 752.PVC Open 774.753.745.10. 981 PVC Open 586.16.745.744.113. 982 100.12.PVC Open 774.753.753. 984 126.12.PVC Open 346.781.49 781.45 985 103.PVC Open 781.49 781.49 986 207.PVC Open 781.781. 987 32.PVC Open 809.809. 988 415.PVC Open 55.781.781. 989 710.PVC Open 313.776.775.42 990 846.12.PVC Open 469.40 781.782.0.45 991 19.PVC Open 313.775.42 775. 992 269.12.PVC Open 189.781.781. 993 340.12.PVC Open 189.781.781. 994 67.12.PVC Open 189.781.781. 995 230.12.PVC Open 79.781.781. 996 172.12.PVC Open 79.781.781. 997 147.PVC Open 55.781.781. 998 54.PVC Open 12.49 781.781. 999 190.12.PVC Open 68.41 781.781. 1000 80.12.PVC Open 11.43 781.781. 1001 141.12.PVC Open 11.43 781.781. 1002 262.12.PVC Open 11.43 781.781. 1003 11.12.PVC Open 11.43 781.781. 1005 258.12.PVC Open 291 .781.781. 1006 84.12.PVC Open 279.781.781. 1007 290.12.PVC Open 279.781.781. 1008 716.PVC Open 102.45 841.841. 1014 443.PVC Open 278.769.769. 1015 162.PVC Open 278.769.768. 1025 64.12.PVC Open 027.788.788. 1026 50.96.PVC Open 027.422.2,422. 1027 46.12.PVC Open 027.45 787.788. 1029 716.12.PVC Open 775.775. 1030 229.12.PVC Open 775.775. 1031 211.12.PVC Open 775.775. 1032 536.PVC Open 36.44 779.779. 1034 051.12.PVC Open 018.783.786.41 2.44 1035 20.12.PVC Open 0.47 788.788. 1036 271.14.PVC Open 0.47 788.788. Title: INITIAL RUN Project Engineer: DMC w:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:26:58 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 16 of 16 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Pump Report Label Discharge Control Elevation Intake Pump Discharge Calculated(gpm)Status (ft)Pump Head Pump WaterGrade(ft)Grade Power (ft)(ft)(Hp) PMP-51.534.534.245.779. PMP-435.543.541.71.41 612. PMP-79.610.611.168.779. PMP-36.610.611.168.779. PMP-Off 610.611.779. PMP-281.624.574.213.787.15. PMP-1 ,522.399.2,419.374.41 793.143. PMP-Off 473.493.768. PMP-316.372.422.420.842.139.PMP-027.567.2,422.366.788.95. PMP-Boost 586.640.744.130.875.85. Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:27:12 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2010 WELL 6 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 318.Filling 611. Title: INITIAL RUN w:\...\2010 scenario well 6 off.wcd 01/17/07 12:27:22 lID\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 1 of 1 Scenario: 2010 WELL 6 OFF Fire Flow Analysis Valve Report Label Elevation Diameter Control Discharge From Headloss Calculated(It)(in)Status (gpm)HGL HGL (It)Pressure (It)(It)Setting (psi) FCV-Hwy 55 602.12.Closed 821.751. FCV-5 Southhampton 652.Closed 809.821. FCV-6 GREAT SKY Wy 569.12.Inactive 781.781. TCV-Horse Shoe Bend 620.Throttling 775.761.761. PSV-1 Floating Feather 653.12.Throttling 662.820.811.72.50 TCV-State at Well 4 565.12.Closed 780.792. PSV-Gladestone 572.Inactive 313.775.42 775.42 62. PSV-567.10.Inactive 0.47 788.788.65. Title: INITIAL RUN Project Engineer: DMCw:\...\2010 scenario well 6 off.wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:27:31 lID\IBentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1