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PERMFILE104747
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PERMFILE104747
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Last modified
8/24/2016 9:57:53 PM
Creation date
11/24/2007 11:30:10 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
TAB 16 HYDROLOGIC RECLAMATION PLAN
Media Type
D
Archive
Yes
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• Water Rights <br />Tab 1L, Protection of the Hydrologic Balance, references two surface coal mining PAP~s <br />wh(ch contain information on surface end ground water rights edj scent to the HGT Laedou[ <br />facility. Table 14-t (Tab 14) lists water rights that will be transferred to HGT. Tab <br />15, Probable Xydrologit Consequences, discusses potential impacts to water rights in She <br />vicinity of the XGT Loadout, and concludes that no impact is likely to occur. HGT will <br />repl ate the water supply of any owner of a water right, specific to the aquifers or stream <br />reaches being used or potentially impacted, that is significantly effected by operations <br />et the loadout facility. <br />Surface and Ground Water Monitorinv Plans <br />In addition to the mining practices designed to minimize disturbances to the hydrologic <br />balance previously discussed, ground end surface water monitoring plans have beer <br />developed to assess the possible impacts to the hydrologic system identified in Teb 15, <br />Probable Hydrologic Consequences (PHC). The results of the monitoring programs have anc <br />• will continue to be employed to support the PNC conclusions that disturbances to the <br />hydrologic balance will be minimal end that the potential uses of the ground and surface <br />water systems effected by the mining will not be changed. <br />The parameters analyzed for at each monitoring site es well as monitoring frequencies ere <br />documented in Tab 13, Hydrologic Monitoring Plan. The location of each site can be seen <br />on Figure 13-1 (Tab 13 ). <br />Water quality date analysis techniques that may be used to assess whether impacts to the <br />hydrologic balance have occurred include both graphical and statistical methods. <br />Graphical analysis techniques include trilinear end Schoeller plots end nonparametric <br />trend plots. Stetiscicel analyses include ordinary moment statistics and nonparametr is <br />statistics. Chronologic comparisons of instantaneous measurements of stream discharge and <br />well water levels may also be used for impact assessments. <br /> <br />3 <br />
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