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2. Groundwater Monitoring Activities - <br /> Teichert's permit requires a minimum of 10 wells to be located around the general perimeter of the <br /> permitted mining area for quarterly groundwater level monitoring. In addition,the permit requires 5 <br /> wells(two upgradient from the project site,two downgradient from the project site, and 1 on site)for <br /> groundwater quality monitoring. Groundwater quality monitoring shall include,at a minimum,general <br /> mineral analyses and nitrate. Wells used for domestic purposes shall also be tested for bacteria. The <br /> permit does not specify a frequency for groundwater quality monitoring activities. Since the inception of <br /> the monitoring program in 1994 and through 2009,groundwater quality sampling was conducted on a <br /> quarterly schedule together with groundwater level measurements. Groundwater quality monitoring was _ <br /> reduced to a semi-annual schedule in 201 02. The required reporting frequency of monitoring results is <br /> annual. <br /> The wells for the monitoring network were selected based on a reconnaissance groundwater investigation <br /> conducted by LSCE in 1991 and 1992(LSCE, 1992). Results indicated that the depth to groundwater <br /> ranged between 80 feet beneath the valley floor to the northeast and 250 feet beneath the mountain flanks <br /> to the southwest. In addition,a confining clay was identified beginning at an approximate depth of 250 — <br /> feet beneath the Lone Tree I Mining phase that appeared to divide the underlying aquifer into shallow and <br /> deep zones. This clay is most likely the Corcoran Clay Member of the Tulare Formation,which has been <br /> reported to extend beneath much of the San Joaquin Valley, including the present monitoring network <br /> area(Hotchkiss, 1972). Further,the investigation indicated that the direction of groundwater flow in the — <br /> shallow zone was to predominantly the southeast. <br /> The established monitoring network originally consisted of 7 shallow wells, 6 deep wells,and one <br /> composite well for a total of 14 network wells(see Figure 2)3. However,port access at the Granite#3 <br /> well has been difficult and measurements have generally not been obtained since 2007. The Thoming <br /> well was destroyed during construction activities in early 2013. Also,instrumentation used for water <br /> level measurements has been obstructed at a depth of about 100 feet(bgs)in the irrigation well 4S/6E- <br /> 6A I. Therefore,regular quarterly groundwater level measurements are typically obtained from 11 wells; <br /> i.e., 5 shallow wells, 5 deep wells,and 1 composite well(Figure 3). — <br /> The established groundwater quality network consists of 2 wells upgradient from the Vernalis plant(Hall <br /> and Faulkner domestic wells), 1 well onsite(South Tracy#3 production well),and 2 downgradient wells <br /> (Granite#3 and Brown's New production wells). The monitoring network has experienced slight — <br /> modifications in the past. For example,the South Tracy#3 production well was added to the water <br /> quality network in 2004 in lieu of the Brown's New well, which became inoperable in 2001 (due to the <br /> removal of the pump). With Granite's commencement of mining activities,the Brown's New well was — <br /> 2 As discussed in previous annual reports submitted on behalf of Teichert and also in Granite's approved <br /> Groundwater Monitoring Plan(LSCE,2009),Teichert's quarterly monitoring data record documents very stable <br /> groundwater quality conditions. The record also demonstrates that quarterly monitoring has produced redundant <br /> data in excess of what is needed for the groundwater conditions evaluation. <br /> s At each well in the original monitoring network,the elevations of the ground surface and wellhead were surveyed <br /> by LSCE in November and December, 1994. Ground surface and wellhead elevations were referenced to several <br /> local bench marks(DWR,USBR,and San Joaquin County). The South Tracy#3,Granite#3,and Granite#4 wells <br /> were installed more recently,and presently,their reference point elevations are estimated based on ground surface <br /> elevations published on the U.S.Geological Survey topographic map for the area(Solyo Quadrangle,7.5 Minute —' <br /> Series). <br /> 2 ©WFIOORFF 6 SCALMANINI <br /> ..NSU L <br /> TING ENGINEER. <br />