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Cambria Environmental Technology Variable discharge test Date June 9, 1999 Attachment A, Page 4 1144 65th St Theis analysis method Oakland CA Confined aquifer Project 341 Main St, Ripon, CA Ph(510)420 0700 Evaluated by B Jakub Pumping Test No 2 Test conducted on May 4, 1999 • MW-1, Pumping well EW-1 MW-1 Discharge 10 52 U S gal/min Distance from the pumping well 42 85 ft Static water level 27 74 ft below datum Pumping test duration Water level Adjusted Drawdown/Discharge Pumping test duration [min] [ft] [min] [man/W] 101 033 2774 033 -000 102 035 2774 035 -000 103 037 2774 037 -000 104 038 2774 038 -000 105 040 2774 040 -000 106 042 2774 042 -000 107 043 2774 043 -000 108 045 2774 045 -000 109 047 2774 047 -000 110 048 2774 048 -000 111 050 2774 050 000 112 052 2774 052 -000 113 053 2774 053 -000 114 055 2774 055 -000 115 057 2774 057 -000 116 068 2774 058 -000 117 060 2774 060 000 . 118 062 2774 062 000 119 063 2774 063 000 120 065 2774 065 000 121 067 2774 067 000 122 068 27 74 068 000 123 070 2774 070 000 124 072 2774 072 000 125 0 73 2774 073 000 126 075 27 74 075 -000 127 077 2774 077 000 128 078 2775 078 000 129 080 2774 080 000 130 082 2775 082 000 131 083 2775 083 000 132 085 2775 0 85 000 133 087 2775 087 0 00 134 088 2775 0 8$ 000 135 090 2775 0 90 000 136 092 2775 092 000 137 093 2775 093 000 138 095 2775 095 0 00 E014 097 2775 097 -000 0 98 2775 098 000 141 1 00 2775 1 00 n nn 142 1 20 2775 120 000 143 1 40 2775 1 40 000 144 1 60 2774 1 60 000 145 1 80 2774 1 80 -000 146 200 2774 2 00 -000 147 220 2774 220 -000 148 240 2774 240 -000 149 260 27 74 260 000 150 280 2775 280 0 00