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PERMFILE134943
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PERMFILE134943
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Entry Properties
Last modified
8/24/2016 10:35:40 PM
Creation date
11/26/2007 2:55:34 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 47 Appendix F
Media Type
D
Archive
No
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COLORADO DEPART?SENT OF I~al.TB - <br />Water Quality Control Division ' <br />• Rationale - ?age 15 <br />Perait Ao.: CO-0038776 <br />D. Ammonia <br />An evaluation was made far ammonia, making use of the Following mass <br />balance equation: <br />SF <br />PC ~ SC ~ ( )BC <br />SF*PF <br />PF <br />SF+PF <br />where PC ~ allowable effluent concentration of total ammonia for the <br />sewage treatment plant <br />SC ~ instream concentration of total ammonia, derived from the <br />mean annual pH value (7.8) and the maximum reported <br />temperature value (66• F.,,or 19° C) value which results in <br />an iaseream unionized ammonia concentration of 0.0 2 mg/1 as <br />N, from Willingham (see references) ~ 0.905 mg/1 as N <br />SF ~ the annual Q7_10 low floe value 21.3 MCD <br />PF ~ the design floe capacity of the sewage treatment plant (0.01 <br />MGD) <br />• BC ~ the annual mean value for [fie background iascream total <br />ammonia concentration ~ 0.15 mg/1 as N <br />21.3 <br />PC ~ 0.905 - (21.31 )(0.15) ~ 1609 mg/1 as N total ammonia <br />0.01 <br />21.31 <br />The above mass balance evaluation indicates that there will be no <br />problem is achieving the 0.02 mg/1 as N proposed stream standard for <br />unionized ammonia, since, typically secondary domestic wastewater <br />treatment discharges contain total aamonia concentrations of 15 co 25 <br />mg/1 as N. Thus, Che secondary treatment provided for this facility <br />is adequate. There is no need to have a permit effluent limitation <br />for ammonia, and also no need to require ammonia monitoring. <br />E. Salinity <br />Monitoring far salinity as either 'IDS ar electrical conductivity will <br />be required for discharge point 007. Please refer to the previous <br />discussion of salinity in the Rationale far further information <br />regarding salinity requirements. <br />F. Other Parameters <br />The other parameters which were Listed as proposed numeric standards <br />for Segment 2 of the :forth Fork of the Gunnison Rivez in Table w were <br />• evaluated in mass balance equations for the domestic G'GTP discharge <br />(007). These evaluations indicated that there is no significant <br />impact from the domestic WWTP discharge for the other parameters, <br />therefore no monitoring or limitations for these ocher parameters are <br />applicable at this time for the domestic discharge. <br />
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