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droDDad throughout the following text. Ae ea exempla, Site SSLCS rill Da raEerzed to ne <br />• Sit• 5. <br />Pieh Creak Drainage. Sayan monitoring ei tae aziet within the Fiah Creak draiaaga~ NPDBS <br />004 and SStes 6 and 10 era located on Cow Camp Creak. NPDBS 003 and Site 19 era located <br />oa Baad Crank. 61tae 11 and 13 exist oa Pieh Creek. <br />NpD85 Discharge Point 004 lMPD8S41. eydrographa based on weekly flow meaevxemente axe <br />presented is Appendix F. The hydrographe Eor NPD83 vitae consist of cwo parte~ eba first <br />being data for this year only, while the second shows nll historical data. <br />The yearly average flow (from reakly meaeuremeata) sines this pond bagen to Elor rere~ <br /> 1996-IY (Hater Yaarl = 0.609 cfa <br /> 1995NY = 0.357 cfa <br /> 1994fPY 0.121 cfs <br /> 1993iPY = 0.360 cfs <br /> 1992xY = 0.131 cfa <br /> 1991NY = 0.189 cfs <br />• 1990pY = 0.135 cfs <br /> 1939iPY 0.214 cfa <br /> 1983%Y = 0.130 cfs <br /> 1987xY = 0.110 cfs <br /> 1986WY = 0.294 cfs <br /> 1935CY (Calendar Year) = 0.357 cfs <br /> 1934CY = 0.447 cfs <br /> 1933CY = 0.154 cfa (reservoir did not completely fill until <br /> March 7, 1983) <br />Ravier of hydrographe and the above table ehoxs that for this year, flows ware the highest <br />on record. Also affecting flow from the 004 pond is the reduced diameter of the discharge <br />culvert modified oa May 29, 1937 i36 inches to 6 inches). <br />Revier of the TDS plot indicates that TDS values have consistently incraaaed since 1982 <br />primarily due to a concurrent increase is upgradient mined arcs and ground avatar <br />. reeaturatioa 1n the epode. <br />9 <br />