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SS -3 <br />CONTENTS: RESULTS OF MONTHLY FIELD TESTS and SEMI- ANNUAL TESTING, <br />FLOW RATE CALCULATIONS, and FLOW RATE HYDROGRAPH <br />Monthly Field Tests <br />Quarterly Test <br />Surface Water Quality Parameters <br />SITE: SS -3 <br />N 1606896 E 2113950 <br />Nucla mine highwall (Garvey) <br />Date of Collection <br />FIELD PARAMETERS <br />PH DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY DRY <br />Water Temperature (deg C) <br />Conductivity (umhos/cm) <br />Instantaneous Flow (cls) 0 000 0 000 0 000 0.000 0 000 0.000 0.000 0 000 0.000 0.000 0.000 0 000 <br />LABORATORY PARAMETERS <br />Metals Analysis <br />Aluminum, total recoverable <br />Arsenic, dissolved <br />Boron, dissolved <br />Cadmium, dissolved <br />Calcium, dissolved <br />Chromum, drssloved <br />Chromium, Trivalent dissolved <br />Copper, dissolved <br />Iron, dissolved <br />Iron, Total Recoverable <br />Lead, dissolved <br />Magnesium, dissolved <br />Manganese, dissolved <br />Manganese, total recoverable <br />Mercury, dissolved <br />Molybdenum, dissolved <br />Nickel, dissolved <br />Potassium, dissolved <br />Selenium, dissolved <br />Silver, dissolved <br />Sodium, dissolved <br />Uranium, dissolved <br />Zinc, dissolved <br />Wet Chemistry <br />Bicarbonate as CaCO3 <br />Carbonate as CaCO3 <br />Hydroxide as CaCO3 <br />Total Alkalinity <br />Ammonia as N, unionized <br />Cation -Anion Balance <br />Sum of Anions <br />Sum of Cations <br />Chloride <br />Conductivity @25C <br />Cyanide, total <br />Dissolved Chromium Hexavalent <br />Hardness as CaCO3 <br />Nitrate as N, dissolved <br />Nitrate/Nildte as N. dissolve <br />Nitrite as N, dissolved <br />Nitrogen, ammonia (Ionized) <br />PH (lab) <br />Phosphate <br />Phosphorus, Ortho dissolved <br />Residue, Filterable (TDS) @180 <br />Residue, Non-FlRerabie (TSS) <br />Residue, Settleable Matter (SS) <br />Sodium Absorption Ratio to Wet <br />Sulfate <br />Sulfide as S <br />TDS (calculated) <br />TDS (rabo - measured/calculat <br />I Negative () = low then <br />2 U = raf detected a MDL (Mk- Darecbon LeveQ <br />3 H- Exceeded hold Me <br />4 B = Anayte cancentretbn deteded et a value between MDL end PCL <br />F.\Waste Water EMS\DRMSWew Honzon\NH2 Penntt\Annual Hydrology Report\2015\2015_annHyd.xls <br />MDLS Units <br />00300 mgt <br />00005 mgt. <br />00100 mgt <br />00001 mgt <br />02 mgi <br />001 mgt <br />0.01 ,W& <br />0.0005 mgt <br />0.02 mgt <br />0.02 mgt <br />00001 n'a& <br />02 mgt <br />0 005 mV& <br />00050 mgt <br />00002 mgt <br />0.01 mgt <br />001 mgt <br />0.30 v& <br />00001 mgt <br />00001 mgt <br />03 mgt <br />00001 mqt <br />0.01 ,V1 <br />2 myt <br />2 mgt <br />2 mgt <br />2 mgt <br />.01 mgt <br />0.1 meg& <br />01 meq/L <br />i mgt <br />i umhos/an <br />0 003 myL <br />0 005 mgt <br />1 myL <br />002 mgt <br />002 mgt <br />0.01 mgt <br />005 myL <br />01 SU <br />003 mgt <br />001 mgt <br />10 mgt <br />5 mgt <br />0.1 mLLLh <br />003 mgt <br />5 n7o <br />002 mgt <br />10 mgt <br />I <br />