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Strew ~:o.^.ito_ina r?uausr 1 •, ZOOti <br />.. 1.-,._~--_- _ <br />A conductivity (EC) of 1500 Nmhoslcm is the material damage suspect level for imgahon water m this <br />permit (PAP, page 2 05-146) Measured quality parameter are EC in Nohms/cm, pH. and temperature (T) <br />in °C <br />Fish Creek above confluence with <br />Trout Crcek <br />EC=910,7=24,pH=9 <br />Foidel Creek above <br />confluence with Middle ~\~ <br />Creek bons Lree~ <br />EC=1680,7=28,pH=9 <br />- Fotrlel?- <br />C "~1A i r>~ <br />;~o\ae . ,~~. <br />i~. <br />V~"b <br />Fish Creek above Foidel <br />Creek Mine <br />EC=570.7=23,pH=9 ~}~ <br />'~ <br />Middle Creek above Foidel <br />Creek Mine <br />EC=390,7=20.pH=9 <br />Trout Creek. downstream from all mining <br />12 miles downstream from site 10051 <br />EC=390,7=21,pH=9 <br />Site 69, Trout Creek above <br />confluence with Fish Creek' <br />EC=410,7=24.pH=9 <br />Middle Crcek below confluence <br />with Foidel Creek !' <br />EC=710,1=22.pH=9 <br />~+ Trout Creek below Edna Mine (Site <br />~ • 3011, above impacts from Foidel <br />Creek Minc <br />EC=380,7=23,pH=9 <br />Trout Creek above Edna Mine ° <br />EC=390,7=20,pH=9 <br />Paramelen of the spnrg m the [Doter of Sec 1 T5N R82W wero EC • 570. T = 12. DH = 8 <br />' Bridge,MCR 179, NW~s NE~a NWy Sec 25 T6N R96W <br />7 Roadside,MCR 179, SW~r NEy pJW~ Sec 1 T5N R86W <br />a Bridge,M,CR 179, SW~ SW'ti SW~s Sec 31 T6N RBSW <br />Bridge,t~1CR 33, SE's SELr NE ~ Sec i4 T5N R86W <br />5 Bridge,MCR 179, SE?7 Sec I2 T5N R86'v7 <br />~ Bridge,MCR 33, NWT NEy SWtit Sec ~ T5N R85W <br />' Bridge,MCR 37, Ets Sec 10 T4N R87W <br />s Roadside,N,CR 31, north line Sec i0 T9D; R86W <br />~ Bridge,hlCR 27, south line Sec 14, T4N R86W <br />