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Cambria Environmental Technology Pumping test analysis Date June 8,19 Attachment A, Page 1 <br /> 1 144 65th St Time-Drawdown-method after Project 341 Main St, Ripon,CA <br /> Oakland CA COOPER &JACOB <br /> ph(510)420 0700 Unconfined aquifer Evaluated by B Jakub <br /> Pumping Test No 3 Test conducted on May 5, 1999 <br /> MW-2, Test well EW-1 <br /> Discharge 11 40 U S gal/min <br /> t[min] <br /> 100 101 102 103 <br /> 000 <br /> I 1 1 4 1 1 I 1 1 1 1 1 1 1 I I i I l l I I <br /> 005 ! I I l illi I I I IIII I I I I III I <br /> I I I I IIII I I I I IIII I I I I IIII <br /> 010 ! I I I c Ili ° � l i l II I I I I IIII <br /> ! I I I III ! I 101 ! Ili I I I I IIII <br /> 015 I I I I I Ili I °IIII I I l l IIII <br /> I I I l l Ili I I I I °SII I I I ! IIII <br /> 020 I I I l illi I I I I I I I I III I <br /> �._ <br /> 025 I I I I I I I I I I I IIII o i l l IIII <br /> 030 I I I I IIII I I I ilii h ° D 6 0� ° I I I <br /> • 035 <br /> I I I I IIII I ! I I I III I I I I II <br /> 040 <br /> I I I I IIII I I I I IIII I V I I I it <br /> 045 <br /> I I I I III ! I I I I IIII I I I I III I <br /> 050 <br /> o MW-2 <br /> Transmisslvlty[ftz/min] 1 54 x 100 <br /> Hydraulic conductivity[ft/min] 1 02 x 10 1 <br /> Aquifer thickness [ft] 15 00 <br /> file name MW2CJ559 hyt <br />