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Cambria Environmental Technology Pumping test analysis Date June 9, 1999 Attachment A, Page 1 <br /> 1144 65th St Recovery method after <br /> Oakland CA <br /> THEIS &JACOB Project 341 Main St, Ripon <br /> ph(6 10)420 0700 Unconfined aquifer Evaluated by B Jakub <br /> Pumping Test No 2 Test conducted on May 4, 1999 <br /> i EW 1 <br /> Discharge 9 00 U S gal/min <br /> Pumping test duration 130 00 min <br /> yr <br /> 100 101 1o2 103 104 105 <br /> 000 <br /> I I I I I I I I I I IOr I I I IIII I I I I IIII I I I I I I I I <br /> 050 I ! 1 11111 11 11111 l l 111111 I I I III11 I I 119111 <br /> I l l VIII V I I I III I I I ( IIII I I I VIII I I 11111 ! <br /> 10o I I I ( IIII I I I ( I I I I 1 1 1 1 1 1 1 I I I ( I I I I I I I ( I I I I <br /> I I IIIIi V I VIII ( I I VIII V I ( IIII 11 111111 <br /> 15° I I I I IIII I I I VIII I I VIII I I I ( IIII I l l VIII <br /> 200 I I I Illii I I I VIII I I VIII I I I Ilfll I I I ( IIII <br /> 250 I I I VIII I I I VIII I I I I III 1 1 9 11111 I I I 11111 <br /> 300 I I I I I I II I I I I 1 119 V I I I IP I I I V I I I l l l l I l ll <br /> 350 <br /> 1111111 11111111 1111111 1111111 ! ! 111111 <br /> 400 <br /> I I I VIII I I I VIII I I I VIII I I VIII I I I Illli <br /> 450 <br /> I I I11111 I I I11111 I I I I Illi I 111111 I I I91111 <br /> 5 00 <br /> o EW-1 <br /> Transmissivity[ft2lmin] 7 08 x 10 2 <br /> Hydraulic conductivity[fVmin] 5 07 x 10 3 <br /> Aquifer thickness[it] 1396 <br /> file name ew1TR549 hyt <br /> • <br />