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HYDRO21916
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HYDRO21916
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Entry Properties
Last modified
8/24/2016 8:43:06 PM
Creation date
11/20/2007 2:35:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Hydrology
Doc Date
3/6/1995
Doc Name
CDPS permit
Permit Index Doc Type
NPDES
Media Type
D
Archive
No
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PART 1 <br />Page 5 <br />Permit No. CO-0036776 <br />A. TERII7S AND CONDITIONS <br />1. Effluent Limitations (continued) <br />(d) Outfa11012 <br />Effluent Parameter <br />Flow, MGD <br />Total Suspended Solids, mg/P <br />Total Recoverable Iron, mg1P <br />Oil and Grease, mg/P <br />pH, s. u. (minimum-maximum) <br />Total Dissolved Solids, mg/P <br />Whole Effluent Tonicity, Chronic Lethality <br />Discharee Limitations <br />30-Dav Ave Daily Max <br />Report Report <br />35 70 <br />1.0 Report <br />Report 10 <br />Report 6.5-9.0 <br />Report Report <br />Report See Part I.A.1.(e) <br />(e) Whole EfFluent Toxicity -Chronic Lethality Limitation for Outfall 012 <br />Beginning immediately and lasting through April 30, 2000, there shall be no statistically significant difference in <br />lethality (at the 950 confidence level) between the control and any effluent concentration less than or equal to 100`70 <br />effluent. Such limitation shall apply as a daily maximum. <br />(n Et'tluent Limitatioru for Outfall 007 <br />i) Desien Caoacity (outfell 0071 <br />The design capacity of this domestic wastewater treatment works is 0.010 MGD for hydraulic Flow (30-day <br />average). <br />ii) Facilities Ooeratton (outfall 0071 <br />The permittee shall at all times properly operate and maintain all (acilities and systems of treatment and control <br />(and related appurtenances) which are installed or used by the permittee to achieve compliance with the <br />conditions of this permit. This provision requires the operation of back-up or auxiliary facilities or similar <br />systems only when necessary to achieve compliance with the conditions of the permit. Any sludge produced al <br />the wastewater treatment facility shall be disposed of in accordance with State and Federal guidelines and <br />regulations. <br />iii) Numeric Effluent Limitations For Outfall 007 <br />Effluent Parameter <br />Flow, MGD <br />5-Day Biochemical Oxygen Demand, <br />(BODS), mg/P <br />Total Suspended Solids, mg/P <br />Fecnl Coliform, No./100 mQ <br />Total Residual Chlorine, mg/P <br />Oil and Grease, mg/P <br />pH, s. u. (minimum-maximum) <br />Sec Part LC. for Definitions. <br /> Discharee Limitations <br />30-Dav Ave 7-Day Ave Daily Max <br />0.010 N/A Report <br />30 45 N/A <br />30 45 N/A <br />6000 12000 N!A <br />Report N/A Report <br />Report N/A Report <br />Report NIA Report <br />INnlll' d/9/93 <br />
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