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Stream \lunitc~rint;, ~dav'_. _'Olli <br />A conductivity (EC) of 1500 Nmhoslcm is the material damage suspect level for <br />irrigation water in this permit (PAP, page 2.05-146). Quality parameter are pH, <br />temperature (T) in °C, and EC in Nohmslcm <br />Trout Creek. downstream from all mining <br />{2 milos downstream from site 10051 <br />EC=940,7=13.4, pH=8.9 <br />Yam a River <br />Milne <br />Fish Creok. ~bovo confluence with ~ Site 69. Trout Crook above <br />Trout Creek G confluence with Fish Creek ~ <br />EC=910,7=14.4, pH=9.4 ~ EC=1000,7=13.8, pH=9.6 <br />co <br />o~ <br />Foidel Creek above confluence C\~ <br />with Middle Creek ,,r~ ~,Q~; ~\~ <br />EC=2020.7=16.8.uH=9.3 <br />- Mlddle Creek below confluence <br />Foidel with Foidel Creek <br />Creek Mine EC= 1160, T = 15.7, pH = 9.8 <br />C`~~~ • <br />~~~Q\ <br />:;~~~• ~ ~ Trout Crook, Site 301, below Edna <br />•;.~• v`2 Mine, above impacts Irom Foidel <br />• ~~Q' ~ Creek Mine <br />Flsh Creek above Foidel ~\ EC = 840. T = 14.3, pH = 9.9 <br />Creek Mino ~@e <br />EC=330.7=12.6. pH=10.3 + <br />p~' Middle Creok above conlluence with <br />/ Foidel Creek <br />``~~ EC=420,7=12.2, pH=9.6 <br />OJT <br />~~ <br />Trout Creek above Edna Mine' <br />EC=190,7=11.8, pH=9.9 <br />1 Bridge,RCR 179, NWiG NEb NW%+ Sec 25 T6N R96W <br />~ Roadside,RCR 179, SWb NE% Nw/. Sec 1 T5N R86W <br />3 Bridge,RCR 179, Sw~ Sw%. Sw'/., Sec 31 T6N R85w <br />~ Bridge,RCR 33, SEY+ SEI4 NE %+ Sec 14 T5N R86w <br />s Bridge,RCR 33, NWy+ NEB Sec 13 T5N R86w <br />b Bridge,RCR 33, NW',4 NE%, SW'/, Sec 7 T5N R85w <br />~ Bridge,RCR 37, Ei~ Sec 10 T4N R87W <br />s Bridge,RCR 27, south line Sec 34 T5N R86w <br />v Bridge,RCR 27, south line Sec 14 T4N R86w <br />