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TABLE 13 TABLE 14 MERCURY LOADING <br /> PRIORITY POLLUTANT EFFLUENT LIMITATIONS FOR HUMAN HEALTH <br /> Description Dibromochloromethane Brom nflohloromethane 2,4,6.Trichloro henol Bis 2Eth the I hthalete <br /> Mercury <br /> Effluent Concentrations Date effluent R-1 <br /> Sample Dates-B in Jan-02 Jan-02 Jan-02 Jan-02 <br /> Sample Dates-End Dee-02 Dec-02 Oct-02 Oct-02 (ug/L) (ug/L) <br /> Sample Count 12 12 4 4 <br /> Count Above Reporting Limits 6 12 2 4 09-Jan-02 0.015 0.0093 <br /> %of Samples Above Reporting Limits 50.0 100.0 50.0 100.0 <br /> Reporting Limits /I 0.3 0.2 0.6 0.3 07-Feb-02 0.014 0.0053 <br /> Maximum Reported Concentration pg4 1.2 3.5 11.0 7.0 13-Mar-02 0.019 0.0075 <br /> Mean l'I(pg/I0.5 2.0 3.3 3.5 <br /> Std.Deviation i'I /I 0.28 0.82 5.2 2.7 16-Apr-02 0.021 0.0045 <br /> Coefficient of variation I'I(CV)(ug/1) 0.60 0.41 0.60 0.60 14-May-02 0.016 0.0048 <br /> 13-Jun-02 0.028 0.0036 <br /> Background Concentrations 09-Jul-02 0.017 0.008 <br /> Sample Dates-Begin Jan-02 Jan-02 Jan-02 Jan-02 <br /> Sample Dates-End Dec-02 Dec-02 Oct-02 Oct-02 06-Aug-02 0.017 0.0054 <br /> Sample count 12 12 4 4 03-Sep-02 0.027 0.0045 <br /> Count Above Reporting Limits 0 0 0 0 <br /> Reporting Limits /I 0.3 0.2 0.2 0.3 01-Oct-02 0.021 0.0045 <br /> Maximum Reported Concentration(pg4) <0.3 <0.2 <0.2 <0.3 12-Nov-02 0.013 0.0056 <br /> Arithmetic mean(pg/ll 10.3 <0.2 <0.2 <0.3 11-Dec-02 0.022 0.004 <br /> Criteria health health health health <br /> Basin Plan Objective ,dissolved <br /> Translator ls) n/a me n/a rva Maximum 0.028 0.009 <br /> Criteria(pg/l,total recuverable14' 0.41 0.56 2.1 1.8 Minimum 0.013 0.004 <br /> Effluent Limit Calculations Mean 0.019 0.006 <br /> Dilution Credi a 8.9 11.5 16.9 13.3 Median 0.018 0.005 <br /> Effluent Concentration Allowance tat(pg/p 1.389 4.7 34z1 21.75 Standard Deviation 0.005 0.002 <br /> e'and e4' 0.30 0.09 0.16 0.04 0.31 0.09 0.31 0.09 <br /> Coefficient of Variation 0.252 0.315 <br /> AMEL Multlprer01 1.5 1.4 1.6 1.6 Number of samples 12 12 <br /> Average Monthly Effluent Limit u 1.4 5 34 22 <br /> MDEL Mul iplierta 3.1 2.3 3.1 3.1 <br /> Max.Daily Effluent Limit(u0j 2.8 a 69 44 Design Flow(mgd) 8.11 <br /> Maximum Observed Concentration(ug/1) 0.028 <br /> General Note:Unless noted otherwise,all concentrations given as total recoverable Daily Mass Loading(lbs) 0.00189 <br /> (i)Calculate""per section 1.4.6,Step 3 of SIP. Yearly Mass Loading(lbs) 0.69 <br /> (2)Calculated per Section 1.4.3.2 of SIP <br /> (3)EPA Translators used as default. <br /> (4)The total recoverable criteria is based on the CTR. <br /> (5)See Table 12 for applicable dilution credit for human carcinogenic pollutants. <br /> (6)ECA calculated per Section 1.4.13,Step 2 of SIP. <br /> (7)Assumes sampling frequency n=14.Uses 95th percentile AMEL multiplier,Step 5 of SIP. <br /> (8)Uses 99th percentile MDEL multiplier,Step 5 of SIP. <br /> C11vianteca/EXCEL SPREADSHEETS/R5-2004-0028-aft a tables.zlsrrable 13 <br />