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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, Ripon, CA <br /> Oakland,CA THEIS&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-1, EW-1 Pumping Well <br /> Discharge 11 40 U S gal/min <br /> Pumping test duration 544 00 min <br /> t/Y <br /> 100 101 102 103 104 105 106 <br /> 000 <br /> I I VIII I I I VIII I I I VIII I I I VIII I I 111111 I I I Illi€ <br /> 002 I I IIIII I I I Illll I I VIII I I VIII I I I VIII I I VIII <br /> I l i i III V I I I III I I I I IIII I I I I IIII I I I I IIII I I I € IIII <br /> 000 I III li I I I I I I II V I I I III I IIIIII! I I ! VIII 1 1 1 1 1 111 <br /> I I IIII I I IIIIII I I IIIIII I I IIIIII I I IIIIII 11111111 <br /> 006 I I I III ( I I I IIII ( I I I I III I IIIIII! I l i 11iII I I I ( IIII <br /> I I IIIIII of I IIIIII I ! IIl11i I I IIIIII ! I IIIIII I I IIIIII <br /> oos ( I I ( IIII I I VIII I l l flIII I I I I I III ( I I VIII 1 1 1 1 1 111 <br /> o <br /> 010 I I 1 11111 I l i IIII I I 1 11111 I ! I l oil I I I ( IIII I I I VIII <br /> 012 I I I VIII I IIII I I I VIII I ! IIIIII I I I VIII I I I IIlil <br /> • 014 <br /> I I ! IIII I IIII !I �J01 �I It o"o tool. 1.1 <br /> o m o0 <br /> 016 <br /> ! IIIIII! I I I ! IIII I I ( IIII ! I I I I I!I I I I I IIII I I I VIII <br /> 0 18 <br /> I I IIIIII I I IIIIII I X I I IIIIII 11111111 I I IIIIII <br /> 020I <br /> o MW 1 <br /> Transmisslvity[W/min] 3 95 x 100 <br /> Hydraulic conductivity[ft/min] 6 89 x 10 <br /> Aquifer thickness[ft] 574 <br /> filename MW1TR559hyt <br /> i <br />