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_ t <br />1 <br />E <br />A <br />' 19 -3 <br />X19 -� <br />�✓a 0 <br />19 _:6676 <br />/i <br />0 500' 1000' <br />Scale (ft) <br />20' Topographic <br />Contour Interval <br />* Separate Hole for Uinta (214u) <br />** Separate Hole for B Groove (294) <br />254 -10 Amed= 9ode[ aei-. ellfield- hydro4Syr .dwg(AcWr14)]:KSF/R]L(12117/99) <br />• <br />Proposed Evaporation 21 -5 ■�, <br />Pond <br />A <br />- a <br />6527� r` a640 <br />" <br />"Upper <br />"Plant Site � } � ; � �� •: , �o� � ; <br />F <br />2� <br />/ �._nail <br />n <br />h �- <br />' X21 -2 <br />s 20 -5 21 -3 ' <br />t 20 =1 ` <br />204B d'20 -4A 20 -8 ti <br />-4* <br />a Proposed 0�5 <br />=Ye 3.1 <br />az Panel 29 -3 <br />29 -2 ' <br />a/._n.rNIIM,. _ _fj <br />1 � / <br />®29 -4 ** 28 -1 . <br />29-4B <br />1 <br />2- <br />AAGAPITO ASSOCIATES, INC. <br />CONSULTING ENGINEERS <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />0018848 <br />Figure 1. Proposed Groundwater <br />Monitoring Plan <br />Existing Well Monitoring Zones <br />Legend <br />A <br />Alluvium Multiple Completion Well <br />(see color key below) <br />Groundwater Flow Direction <br />0 <br />Uinta <br />Uinta �A Groove <br />-- � Upper Aquifer <br />E3 <br />A Groove i-0 —B Groove <br />Local Groundwater Flow Direction <br />Dissolution Surface <br />Upper Aquifer <br />C <br />B Groove <br />- -s Assumed Groundwater <br />--z -'' Flow Direction <br />• <br />Dissolution Surface <br />AAGAPITO ASSOCIATES, INC. <br />CONSULTING ENGINEERS <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />0018848 <br />Figure 1. Proposed Groundwater <br />Monitoring Plan <br />