ARCHIVED REPORTS_XR0004517 - Laserfiche WebLink

Home Browse Search

Cambria Environmental Technology Pumping test analysis Date June 8, 1999 Attachment A, Page 7 1144 65th St Theis analysis method Protect 341 Main St, Ripon, CA Oakland GA Unconfined aquifer ph(510)420 0700 Evaluated by B Jakub Pumping Test No 3 Test conducted on May 5, 1999 • MW-1,Test well EW-1 MW-1 Discharge 11 40 U S gal/min Distance from the pumping well 42 85 ft Static water level 27 76 ft below datum Pumping test duration Water level Drawdown Corrected drawdown [min] [ft] [ft] [ft] 251 14000 2787 0 i 1 0 11 252 14200 2787 Oil Oil 253 14400 2787 0 1 i Oil 254 14600 2788 012 012 255 14800 2787 Oil 0 i 1 256 15000 2788 012 012 257 15200 2788 012 012 258 15400 2788 012 012 259 15600 2788 012 012 260 15800 2788 012 012 261 16000 2788 012 012 262 16200 2788 012 012 263 16400 2788 012 012 264 16600 2788 012 012 265 16800 2788 0 12 012 266 17000 2788 0 12 012 267 17200 2787 Oil Oil • 268 17400 2788 012 0 12 269 17600 2788 012 012 270 17800 2788 012 012 271 18000 2788 012 012 272 18200 2788 012 0 12 273 18400 2788 012 012 274 18600 2788 012 012 275 18800 2788 012 012 276 19000 2788 0 12 012 277 19200 2788 012 0 12 278 19400 2788 012 0 12 279 19600 2788 012 012 280 19800 2789 013 012 281 20000 2788 012 012 282 20200 2789 013 012 283 20400 2789 013 012 284 20600 2789 013 013 285 20800 2789 013 013 286 21000 2789 013 013 287 21200 2789 0 13 013 288 21400 2789 013 012 289 21600 2789 013 013 290 21800 2789 013 013 291 22000 2789 013 013 292 22200 2789 013 013 293 22400 2789 013 012 • 294 22600 2789 013 013 295 22800 2789 013 013 296 23000 2789 013 013 297 23200 2789 013 013 298 23400 2790 0 14 013 299 23600 2790 014 013 300 23800 2789 013 013