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2018-03-01_HYDROLOGY - C1981010 (2)
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2018-03-01_HYDROLOGY - C1981010 (2)
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Last modified
4/26/2018 9:17:50 AM
Creation date
4/26/2018 8:45:15 AM
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Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Hydrology
Doc Date
3/1/2018
Doc Name
CDPS/NPDES Permit
From
Department of Public Health & Environment
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DRMS
Permit Index Doc Type
NPDES
Email Name
RAR
Media Type
D
Archive
No
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COLORADO <br />1 Department of Public <br />A�6 l Health b Environment <br />Determination of the Antidegradation Based Average Concentrations <br />Water Quality Assessment <br />Antidegradation based average concentrations (ADBACs) are determined for all parameters except ammonia, <br />by using the mass -balance equation, and substituting the SCT in place of the water quality standard, as shown <br />in the following equation: <br />Where, <br />ADBAC = SCT X Q3- MI x QI <br />Q2 <br />Qi = Upstream low flow (1 E3 or 30E3 based on either the chronic or acute standard). For <br />aquatic life parameters, this is zero <br />02 = Current design capacity of the facility <br />03 = Downstream flow (Q, + 02) <br />M1 = Current ambient water quality concentration (From Section III) <br />SCT= Significant concentration threshold <br />The ADBACs were calculated using the SCTs, and are set forth in Table A -16a. <br />Concentration Significance Tests <br />The concentration significance determination test considers the cumulative impact of the discharges over <br />the baseline condition. In order to be insignificant, the new or increased discharge may not increase the <br />actual instream concentration by more than 15% of the available increment over the baseline condition. The <br />Pae 36 of 40 . . <br />4300 Cherry Creek Drive S., Denver, CO 80246-1530 303-692-2000 www.colorado.gov/cdphe/wqcd I <br />Table A-16 <br />SCTs and ADBACs Outfall 025 <br />Pollutant <br />Ql(cfs) <br />Q2 (cfs) <br />I Q3 (cfs) <br />I M1 <br />SCT <br />ADBAC <br />Aquatic Life Parameters <br />As, Dis (pg/1) <br />0 <br />3.3 3.3 0.38 <br />51 <br />51 <br />Cd, Dis (pg/l) <br />0 <br />3.3 3.3 0 <br />0.075 <br />0.075 <br />Cr+3, Dis (pg/l) <br />0 <br />3.3 3.3 0 <br />13 <br />13 <br />Cu, Dis (pg/l) <br />0 <br />3.3 3.3 0.89 <br />6.8 <br />6.8 <br />Fe, TR (pg/1) <br />0 <br />3.3 3.3 600 <br />150 <br />150 <br />Pb, Dis (pg/l) <br />0 <br />3.3 3.3 0.0083 <br />0.56 <br />0.56 <br />Mn, Dis (pg/l) <br />0 <br />3.3 3.3 1772 <br />285 <br />285 <br />Hg, Tot (pg/1) <br />0 <br />3.3 3.3 0 <br />0.0015 <br />0.0015 <br />Ni, Dis (pg/1) <br />0 <br />3.3 3.3 2.4 <br />10 <br />10 <br />Se, Dis (pg/1) <br />0 <br />3.3 3.3 0.77 <br />1.3 <br />1.3 <br />Ag, Dis (pg/1) <br />0 <br />3.3 3.3 0 <br />0.069 <br />0.069 <br />Zn, Dis (pg/l) <br />0 <br />3.3 3.3 2.1 <br />25 <br />25 <br />Human Health Parameters <br />As, TR (pg/1) <br />113 <br />3.3 116.3 0 <br />0.02 <br />0.7 <br />Cr+3, TR (pg/l) <br />113 <br />3.3 116.3 0 <br />15 <br />529 <br />Hg, Tot (pg/1) <br />113 <br />3.3 116.3 0 <br />0.0015 <br />0.053 <br />Concentration Significance Tests <br />The concentration significance determination test considers the cumulative impact of the discharges over <br />the baseline condition. In order to be insignificant, the new or increased discharge may not increase the <br />actual instream concentration by more than 15% of the available increment over the baseline condition. The <br />Pae 36 of 40 . . <br />4300 Cherry Creek Drive S., Denver, CO 80246-1530 303-692-2000 www.colorado.gov/cdphe/wqcd I <br />
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