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Figure 5 — Drawdown in Observation Well 8 <br />840 <br />E 835 <br />c0 <br />c <br />830 <br />c0 <br />a) <br />w <br />a� 825 <br />a) <br />J <br />P <br />>820 <br />815 <br />Drawdown in Observation Well 8 <br />-2400 feet from pumping well (Well 7) <br />October 19, 2019 <br />CO CO CO CO CO CO CO CO CO Cfl CO CO Cfl CO COO f ` O O O) Co CO 00 C 0 COT- CO Cfl CO CO O T- (ID CO 0) C O CO 00 CO CO CU CO <br />LID Lf) Lf) O O T- T- N N 10 07Ln Ln Ln O Ln 0 0 0 r T- T- T- N N C'0 00 C") 01 0 Ln Ln Lf) 0 0 <br />.. .. .. .. . .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. <br />OC)0C)000OCDf`LnInM10T- CACAN-N-f—LnLnCD0)00NNN000000000CDCOCD , 0q00T- <br />LO0)C000NNN CD0L0Lf)Cr)00NNN—CD00Lf)LC)Lf) NNN 00CDLf)L0 <br />.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. <br />f` 0000CA0)O)OOT-rT- NN000010 LnLf)Lf)LOLID LnCOCOCID tititi0000O0)0)O)O)0)O <br />N <br />Time <br />During the course of Well 7 pumping, Well 8 at a distance of 2,400 feet observed approximately 6 <br />to 9 feet of d rawdown . <br />The Theis equation predicts a cone of depression approximately 2,448 feet from pumping well 7. <br />Theis Equation for the City of Ramsey <br />Time = <br />0.5 <br />days <br />Theis W(u) Function <br />0.752 <br />unitless <br />Drawdown = <br />6 <br />ft <br />Transmissivity = <br />11493 <br />gpd/ft <br />Pumping Rate = <br />800 <br />gpm <br />Theis u variable = <br />0.390 <br />unitless <br />r2 = 4Ttu 4S <br />Storativity = <br />0.0002 <br />unitless <br />Radius rounded for <br />map <br />2400 <br />ft <br />These results indicate that a single well pumping at current well field spacing does not induce <br />mutual well interference. This 6-foot cone of depression is depicted on Figure 11. <br />However, complexities arise as present-day conditions see the use of 3 to 5 concurrent wells, <br />and a 2040 demand increasing up to a projected 500% daily maximum demand. In order to <br />model these scenarios and their resulting cone of depressions a groundwater model was <br />developed. <br />FEASIBILITY STUDY RAMSY 154354 <br />Page 22 <br />