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Cambria Environmental Technology Pumping test analysis Date June 8, 1999 Attachment A, Page 1 <br /> 1144 65th St Time-Drawdown-method after <br /> Oakland CA COOPER&JACOB Project 341 Main St, Ripon, CA <br /> ph(510)420 0700 Unconfined aquifer Evaluated by B Jakub <br /> Pumping Test No 3 Test conducted on May 5, 1999 <br /> MW-1,Test well EW-1 <br /> Discharge 11 40 U S gal/min <br /> t[min] <br /> 103 102 101 100 101 102 103 <br /> 000 <br /> I I I I llll I I I11111 I I I IIII! I I ® Ill I l f lull I I I Illll <br /> 002 I I ! 11111 1 1 Mill 1ill ! I_1111h I III I I Ihill I I 1 1 ) 111 <br /> I l ! 11111 I l i VIII I I I11111 I I I111 I I I 11111 1111111! <br /> 004 11111111 1 1 IIIIII 1 1 11 ! 11! 1 IIIIII 1 1 1 ! 1111 I l ( VIII <br /> ! 11 ! 1111 11111111 I I Ililfl I I ! ! ! 111 0 l hill! I I ! VIII <br /> 006 I I I IIII I I I I III 1 1 1 1 IIII I l l l l ill Im I IIIII ( I I I I III <br /> I I I I ! Ilf I I 111 III I l l l l Ill I I I A III I �m l I l li I I I ! 1111 <br /> 008 I I IIIII! I I I VIII ! I I ( IIII I I I VIII I I S !II I I I IIlII <br /> co 010 I 1111111 1 1 ( VIII I I Illlll E I ! VIII 1 1 VIII I f VIII! <br /> a <br /> 012 I I ( VIII I f I I I III I I I11111 I III 1111 I I I I IIII IIIIII <br /> 014 <br /> I I I I 11!1 1 1 1 1 1 III I I I I 1111 V I I I I!l I I I ! IIII I I Ili <br /> 016 <br /> I I I I I1il 1 1 1 11111 I I I I IIII I I I I1111 ! I I I Illi I I I I IIII <br /> 018 <br /> 1 1 111111 I l l lull 1 1 I I IIII I I I ( 1111 I I I Iilli f l l lull <br /> 020 <br /> Q MW-1 <br /> Transmissivity[ftz/min] 4 25 x 100 <br /> Hydraulic conductivity[ft/min] 6 81 x 10 1 <br /> Aquifer thickness[ft] 6 24 <br /> file name MWlCJ559 <br />