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Cambria Environmental Technology Pumping test analysis Date June 8,1999 Attachment A, Page 1 <br /> 1144 65th St Recovery method after Project 341 Main St, Ripcn, CA <br /> Oakland CA THEIS &JACOB <br /> ph(510420 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 /> Pumping test duration 564 00 min <br /> tlt' <br /> 100 101 102 103 <br /> 000 <br /> I 1 1 1 1 111 I I I I I I I I I V I I I II <br /> 005 I I f I I I I I I I III ! I I I I l f l l <br /> 0 10 I I I I I I I I 1 1 1 1 1 1 1 I I I I ! I I I <br /> I l i 1111 ! 11111111 E I IIIlII <br /> 015 I I III ! I I I ! I I II ! V I III <br /> 020 <br /> 025 I 1 1 1 1 1 1 1 I f l l l l l l I I I I I I ! <br /> 030 <br /> oo <br /> 035 0 <br /> I V I I II ! I I I I I II i I I I 111 <br /> 040 <br /> I I I I I 1 11 I 1 1 1 1 1 1 1 I 1 1 1 1 ! II <br /> 0 45 <br /> I I 1 1 1 1 1 1 I ! 1 1 1 1 ! 1 I 1 ! 1 1 1 I I <br /> 050 <br /> o MW-2 <br /> Transmissivity[ft2lmin] 1 44 x 101 <br /> Hydraulic conductivity[ft/min] 962x'101 <br /> Aquifer thickness[ft] 1500 <br /> File name MW2TR559 hyt <br />