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I <br /> I OBSERVATION WELL P-2 <br /> fog t (min) <br /> 0 00 1 00 2 00 300 400 500 <br /> 0 00 <br /> 1 50 <br /> Match <br /> 0 50 Point ® —1 00 3- <br /> + <br /> + + + + + + + rn <br /> IMOM <br /> O O O <br /> ° --050 QD Q= —2 00 <br /> + <br /> 1 50 —3 00 <br /> —2 43 —1 43 —0 43 0 57 1 57 2 57 <br /> log 1/Ua <br /> O — Data <br /> + — Type Curve <br /> Unconf Elastic beta = 0 10 <br /> MATCH POINT SOLUTION <br /> I i = <br /> 1 000E+0001 Transmissiviiy (T) = S 217E+0003 gpd/ft <br /> s 1 000E-0001 Hydraulic Conductivity (K) 8 768E+0002 gpd/sq ft <br /> t/Ua = 3 715E-0002 Storatrvity (S) = 1 162E-0001 <br /> W(Ua, E) = 3 167-E+0000 <br /> WELL INFORMATION <br /> WELL IDENTIFICATION P-2 <br /> DATE OF AQUIFER TEST 6/19/00 <br /> AQUIFER THICKNESS (b) 5 950E+0000 it <br /> DISCHARGE RATE (Q) 1 440F+0000 qpm <br /> PUMPING WELL RADIUS (r) 8 330E-0002 it <br /> DISTANCE Oc- OBSERVATION WELL FROM PUMPING WELL (d) 3 350E+0001 ft <br /> GRAPHICAL WELL ANALYSIS PACKAGE (GWAP) FIGURE <br /> DRAWDOWN INTERPRETATION <br /> T71, <br /> , � © OBSERVATION WELL P-2 PD 2000 4 <br /> TEST OF WELL EW-9, AUGUST '19-20, <br /> 2072 WEST YOSEMITE AVENUE <br /> A GRCUND WATER C,NSI.-TANCY MANTECA, CALIFORNIA <br />