ARCHIVED REPORTS_XR0004517 - Laserfiche WebLink

Home Browse Search

Cambria Environmental Technology Pumping test analysis Date June 8, 1999 Attachment A, Page 9 1144 65th St Theis analysis method Oakland CA Unconfined aquifer Protect 341 Main St , Ripon, GA 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] IN [ft] 351 34000 2790 0 14 014 352 34200 2790 014 AO 353 344 00 27 90 0 14 354 346 00 27 90 0 14 355 34800 2790 014 356 35000 2791 015 015 357 35200 2790 014 014 358 35400 2791 015 015 359 35600 2791 015 015 360 35800 2791 015 015 361 360 00 2791 015 015 362 36200 2791 016 015 363 36400 2791 015 015 364 36600 2791 015 015 365 36800 2790 014 014 366 37000 2791 015 015 367 37200 2791 015 015 368 37400 2791 015 015 369 37600 2790 014 014 370 37800 2791 015 015 371 38000 2791 015 015 372 38200 2790 014 014 373 38400 2790 014 014 374 38600 2790 014 014 375 38800 2791 015 015 376 39000 2791 015 015 377 39200 2790 014 014 378 39400 2791 015 015 379 39600 2792 015 015 380 39800 2791 015 015 381 40000 2791 015 015 382 40200 2792 015 015 383 40400 2792 015 015 384 40600 2792 015 015 385 40800 2791 016 015 386 41000 2792 015 015 387 41200 2791 015 015 388 41400 2792 015 015 389 41600 2792 015 015 390 41800 2791 015 015 'AQt 1 420 on 2791 015 0115 392 42200 2791 015 015 393 42400 2792 015 015 394 42600 2792 015 015 395 42800 2792 015 015 396 43000 2791 015 015 397 43200 2791 015 015 398 43400 2790 014 014 399 43600 2792 015 015 400 43800 2790 014 014