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Table 7 <br /> Recharge Through Infiltration Pond Option <br /> Difference Groundwater Surface <br /> Basement Phase 1 with (FT Rise or Depth Below Elevation <br /> Location /n Baseline Recharge Fall) Surface Goo le Earth Cell IJK <br /> Pathd a House n 47363 4736.0 -0.3 28.0 4764 161 1351 <br /> Cline House n 47368 1 4737.3 0.5 287 4766 162 1321 <br /> Harding House Y 47366 4737.8 1.2 27.2 4765 161,1291 <br /> Wiedeman House <br /> 13434 n 47382 4739.3 1.1 287 4768 163,121,1 <br /> Wiedman House 13218 n 4738.5 4737.8 -0 7 242 4762 1631151 <br /> Sharpe House Y 47384 47380 -0.4 220 4760 163,111,1 <br /> HS Land and Cattle n 4732.6 4732.9 03 221 4755 155107,1 <br /> Karbowski Brave <br /> House n 47255 47249 -0 6 271 4752 1451081 <br /> Schmidt Well NA 47144 47134 -1 0 19.6 4733 132 1121 <br /> United Well NA 4712.0 47140 2.0 340 4748 132 1261 <br /> Owens Well NA 47142 47123 -1 9 33.7 4746 1321331 <br /> Wri ht House Y 47174 47142 -3 2 378 4752 1351321 <br /> Schmidt House n 47184 47166 -1.8 31.4 4748 135,1351 <br /> Smit House y 47188 47175 -1 3 305 4748 1351361 <br /> Kissler House y 47295 4729.6 0.1 25.4 4755 1481371 <br /> Woolverton House Y 4730.8 47309 01 31 1 4762 150 1361 <br /> Shimon House 4733.0 47333 0.3 25.8 4759 154 1361 <br /> Kern House Y 47338 47340 02 260 4760 156 1371 <br /> Rambolt House y 47359 4736.0 0.1 29.0 4765 161,1371 <br /> Gilcrest Valley HS NA 47370 47367 -0 3 9.3 4746 1701551 <br /> 6.3.2.2 Phase 2 <br /> The mitigation in Phase 2 was modeled to be completed concurrently with Cell 6. Like Scenario 1,a twenty-four 24 inch <br /> slotted underdrain was placed south of Cell 6. The underdrain, instead of flowing west,will flow east towards the <br /> manhole west of the Western Mutual Ditch were it will join the flow from the eastern underdrain or dewatering wells. To <br /> enable water to flow east the inverts of the underdrain were changed to 4,733.5'in the west and 4,733.0'in the east, <br /> where it flows into the manhole and is combined with the flow from the east. This adds approximately 3.3 cubic feet per <br /> second, 287,344 cubic feet per day. The recharge rate for the infiltration pond was set to 1.43 feet per day which added <br /> 570,062 cubic feet per day or 6.6 cubic feet per second into the water table and had the following effects on the wells <br /> north of the site: <br /> Groundwater Model Report-Section 20 Gravel Mine Site -13- August 2022 <br />