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Cambria Environmental Technology Pumping test analysis Date June 8, 1999 Attachment A, Page 4 1144 65th St Recovery method after Protect 341 Main St, Ripon, CA Oakland CA THEIS&JACOB Ph(510)420 0700 Unconfined aquifer Evaluated by B Jakub Pumping Test No 3 Test conducted on May 5, 1999 MW-1, EW-1 Pumping Well MW-1 Discharge 11 40 U S ga[Imin Distance from the pumping well 42 85 ft Static water level 27 76 ft below datum Pumping test duration 544 00 min Time from Water level Residual Corrected end of pumping drawdown drawdown [min] [ft] [ft] IN 101 033 2792 015 015 102 035 2792 015 015 103 037 2792 015 015 104 038 2792 015 015 105 040 2792 015 015 106 042 2792 015 015 107 043 2792 015 015 108 045 2792 015 015 109 047 2792 015 0115 110 048 2792 015 015 ill 050 2792 015 015 112 052 2792 015 015 113 053 2792 015 015 114 055 2792 015 015 115 057 2792 015 015 116 058 2792 015 015 117 060 2792 015 015 • 118 062 2792 015 015 119 063 2792 015 015 120 065 2792 015 0115 121 067 2792 015 015 122 068 2792 015 015 123 070 2792 015 015 124 072 2792 015 015 125 073 2792 015 015 126 075 2792 015 015 127 077 2791 015 015 128 078 2791 015 015 129 080 2791 015 015 130 082 2791 015 0115 131 083 2791 015 015 132 085 2791 015 015 133 0 87 2791 015 015 134 088 2791 015 015 135 090 2791 015 015 136 092 2791 015 015 137 093 2791 015 015 138 095 2791 015 015 139 097 2791 015 015 140 098 2791 015 015 141 1 00 2791 015 015 142 1 20 2791 015 015 143 1 40 2792 015 015 144 1 60 2792 015 015 145 1 80 2792 015 015 146 200 2792 015 015 147 220 2792 015 015 148 240 2791 015 015 149 260 2791 015 015 150 280 2791 015 015