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~: <br />,', <br />A. EFFLUENT LIJIITA710N5 AIJD IIONITORIIIG REQUIREIIEFJTS - SEE A!IY ADIJITIOIJAL REQUIREFIEFJTS UFIDER PART I I I. <br />During the period beginning Immediately and lactinq through March 31, 1945 <br />the perinittee is authorized to discharge from c+ulfall(s) serial number(s) 001 and 002, the end of the <br />outfall pipes from the sedimentation ponds as specified on page 4, and shown on page 14. <br />1. EfFluent Liniitalions <br /> <br /> <br /> <br />• <br /> <br />Effluent Parameter <br />Flow - m /Day3(MGD) <br />Total Suspended Solids <br />Total Iron <br />Discharge limilaliOn~ <br />Maximum Weiqhl <br />kg/day (Iles/day} <br />30-day avg. a/ Daily max. b/ <br />N/A N/A <br />N/A N/A <br />N/A N/A <br />hlnximnin COnC entrat iOn <br />mg/I mg/I <br />30-<lay avg. a/ Daily inax. b/ <br />N/A N/A <br />35 7D <br />3.5 7.0 <br />The pH shall not be less than 6.0 standard units nor greater than 9.0 slandard units b/ <br />a/ This limitation shall be determined by the arithmetic mean of a minimum of U,r•,e (3) consecutive <br />samples taken on separaCe weeks in a 30-day period (minimum total of three (3) samples);. <br />b/ This limitation shall be detcnnined by a single properly preserved sample as required <br />under monitoring requirements - Sample Type. <br /> <br />v v v <br />m v v <br />.n ~, <br />3 rn -+ <br />r N <br />O <br />O ~. <br />.. ~ <br />n <br />0 <br />O <br />O <br />w <br />O~ <br />V, <br />lD <br />