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Response to DRMS September 25, 2009 Letter Powertech (USA) Inc. <br />• RESPONSE TO DRMS SEPTEMBER 25, 2009 LETTER <br />In its letter dated September 25, 2009, the Division of Reclamation, Mining and <br />Safety (DRMS) requested clarification of a number of items related to Powertech <br />(USA) Inc.'s proposed modification MD-03 to Notice of Intent to Conduct <br />Prospecting P-2008-043. The specific items identified in DRMS's September 25, <br />2009, letter and addressed in this response are shown below in italics. <br />6. The Section 33 Pumping Test Plan included with MD-03 states on Page 5 <br />that the monitoring wells will be located spatially in order to define the regional <br />potentiometric gradients in the Laramie Formation, A2 Sand, and 8 Sand. Initial <br />measurements for this purpose must be collected and the data provided to the <br />DRMS prior to commencement of the proposed pumping test. These initial <br />measurements, which may be single hand tagged measurements, if not already <br />done should be taken as soon as possible, and are in addition to the baseline <br />groundwater level data to be collected over a 72- to 96-hour period prior to <br />initiation of pump testing as described on page 6 of the Pumping Test Plan. <br />Response: <br />The locations of the pumping well (IN08-33-PW-1[PW-1]) and monitoring wells <br />for the Section 33 Pumping Test are shown on Figure 6-1. PW-1 is completed <br />within the A2 Sand horizon, which is the primary mineralized zone. In aggregate, <br />six monitoring wells in Section 33 are also completed within the A2 Sand, four <br />monitoring wells are completed in the overlying Laramie Formation, two <br />monitoring wells are completed in the underlying WE Sand, and three monitoring <br />wells are completed within the underlying B Sand. <br />The static water-level elevations for the pumping and monitoring wells are <br />summarized in Table 6.1. Within the overlying Laramie Formation, groundwater <br />occurs as a series of discontinuous perched lenses, as indicated by the wide <br />variations in observed static water-level elevations. Within the A2 and B Sand <br />horizons, the regional potentiometric gradients are generally toward the south <br />and southeast. In Section 33, the potentiometric surface elevations within the B <br />Sand are generally 26 to 30 feet higher than those within the A2 Sand and on the <br />order of 20 feet higher than those within the WE Sand. <br />Potentiometric levels measured on September 28, 2009, for the Section 33 <br />Laramie monitoring wells are shown on Figure 6.2. Potentiometric contour maps <br />for the A2 and B Sands are shown on Figures 6.3, and 6.4, respectively. <br />The Section 33 monitoring wells will be instrumented with pressure transducers <br />(LevelTrollso) and static water levels monitored prior to and during the pumping <br />test and during reinjection of the produced fluids. <br />FJ <br />ARMOV R&