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Cambria Environmental Technology Pumping test analysis Date June 8, 1999 Attachment A, Page 10 1144 65th St Theis analysis method Project 341 Main St, Ripon, CA Oakland CA 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] IN [ft] IN 401 44000 2792 015 015 402 44200 2791 015 015 403 44400 2791 015 015 404 44600 2791 015 015 405 44800 2792 015 015 406 45000 2791 015 015 407 45200 2791 015 015 408 45400 2792 015 015 409 45600 2791 015 015 410 45800 2790 014 014 411 46000 2791 015 015 412 46200 2792 015 015 413 46400 2792 015 015 414 46600 2792 016 016 415 46800 2791 015 015 416 47000 2792 015 015 417 47200 2792 016 016 418 47400 2792 015 015 419 47600 2792 016 016 420 47800 2792 015 015 421 48000 2792 015 015 422 48200 2791 015 015 423 48400 2792 016 016 424 48600 2792 016 016 425 48800 2792 015 015 426 49000 2792 015 015 427 49200 2792 015 015 428 49400 2792 015 015 429 49600 2792 016 016 430 49800 2792 016 016 431 50000 2791 015 015 432 50200 2792 016 016 433 50400 2792 015 015 434 50600 2792 015 015 435 50800 2792 016 016 4361 51000 2792 016 016 437 51200 2792 015 015 438 51400 2792 016 016 439 51600 2792 015 015 440 51800 2792 016 016 441 52000 2792 016 016 442 52200 2792 015 015 443 52400 2792 016 016 444 52600 2791 015 015 445 52800 2792 016 016 446 53000 2792 016 016 447 53200 2792 016 016 448 53400 2792 015 015 449 53600 2792 016 016 450 53800 2792 016 016