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r <br /> OBSERVATION WELL MW--5 <br /> Ing t (min) <br /> —1 00 000 1.00 200 3 00 400 <br /> 1 55 000 <br /> Match + + + <br /> 0 55 Point ED W —1 DO a <br /> m U <br /> 00000 0 -b <br /> O + <br /> ° -045 + —2 DO <br /> + <br /> —1 45 <br /> —226 —1 26 --0 26 0.74 1 74 2 74 <br /> log 1/Ua <br /> 0 — Data <br /> + — Type Curve <br /> Unconf Elastic beta = 0 001 <br /> MATCH POINT SOLUTION <br /> t = 1 000E+000a Transmissivity (T) 5 854E+0003 gpd/ft <br /> s 1 000E-0001 Hydraulic Conductivity (K) = 9 838E+0002 gpd/sq ft <br /> 1/Ua = 5 495E-0002 Storativity (S) = 5 743E-0001 <br /> W(Ua, 8) = 3 548E+000O <br /> WELL INFORMATION <br /> WELL IDENTIFICATION MW-5 <br /> t DATE OF AQUIFER TEST 8/19/00 <br /> AQUIFER THICKNESS (b) 5 950E+0000 ft <br /> DISCHARGE RATE (Q) 1 440E+0000 qpm <br /> PUMPING WELL RADIUS B 330E--0002 ft <br /> IDISTANCE OF OBSERVATION WELL FROM PUMPING WELL (d) 4 150E+0000 ft <br /> GRAPHICAL WELL ANALYSIS PACKAGE (GWAP) <br /> DRAWDOWN INTERPRETATION FIGURE <br /> �� � OBSERVATION WELL. MW-5 <br /> D TEST OF WELL EW-'I, AUGUST 19-20, 2000 <br /> 2072 WEST YOSEMITE AVENUE <br /> A GROUNDWATER CONSULTA,�CY MANTECA, CALIFORNIA <br />