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PERMFILE119809
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PERMFILE119809
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Entry Properties
Last modified
8/24/2016 10:18:48 PM
Creation date
11/25/2007 7:43:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022A
IBM Index Class Name
Permit File
Doc Date
3/21/2006
Doc Name
NPDES Permit (CO-000132)
Section_Exhibit Name
Exhibit 2.03-E4 Part 3c
Media Type
D
Archive
Yes
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COLORADO DEPARTMENT OFPUBLIC HEALTHAND ENG'IRONMENT, Water Quality Control Division <br />Rationale-Page 6, Permit No. CO-0000132 <br />Outfa11018: Previous evaluations have determined that there is no reasonable potential for a conventional water <br />treatment plant backwash discharge to contribute to an ezceedence of any water quality standard pollutant other <br />than total residual chlorine. On this basis, a further reasonable potential analysis for ourfa![ 018 is not necessary. <br />e. Antidegradation: Since the receiving water is Use Protected an antidegradation review is not required pursuant to <br />Section 31.8(2)(6) of The Basic Standards and Methodologies for Surface Water. <br />f. Colorado Mixing Zone Regulations: Pursuant to section 31.10 of The Basic Standards and Methodologies for <br />Surface Water. a mixing zone determination is required for this permitting action. The Colorado Mixing Zone <br />Implementation Guidance, dated Apri12002, idenhf:es the process for determining the meaningful limit on the area <br />impacted by a discharge to surface water where standards may be exceeded (i.e., regulatory mixing zone). This <br />guidance document provides for certain exclusions from further analysis under the regulation, based on site-specific <br />conditions. <br />The guidance document provides a mandatory, stepwise decision-making process for determining if the permit limits <br />will not be affected by this regulation. Exclusion, based on Extreme Mixing Ratios, may be granted ifthe ratio of <br />the design flow to the chronic low flow (30E3) is greater than Z:1 or if the ratio ojthe chronic low flow to the design <br />flow is greater than 20:1. Since the ratio of the design flow to the lowflow is greater than Z.•1, the permittee is <br />eligiblefor an exclusion from further analysis under the regulation. <br />g. Salinity Regulations: In compliance with the Colorado River Salinity Standards and the Colorado Discharge <br />Permit System Regulations, the permittee shall monitor for total dissolved solids on a ouarterly basis. Samples shall <br />be taken at all authorized effluent discharge points. <br />h. Whole Effluent Toxicity (WET) Testing: For outfall 01 S, acute WET testing is required. (See Part LA of the <br />permit.) <br />i.. Pose of WET Testing: The Water Quality Control Division has established the use of WET resting as a <br />method for identifying and conh•o1[ing toxic discharges from wastewater treatmentfacilities. WET testing is <br />being utilized as a means to ensure that there are no discharges afpollutants "in amounts, concentrations or <br />combinations which are harmful to the beneficial uses or toxic to humans, animals, plants, or aquatic life" as <br />required by Section 31.11 (1) of the Basic Standards and Methodologies for Surface Waters. <br />ii. In-Stream Wnste Concentration /IWC): Where monitoring or limitations for WET are deemed appropriate by <br />the Division, chronic in-stream dilution as represented by the chronic IWC is critical in determining whether <br />acute or chronic conditions shall apply. According to the Colorado Water Quality Control Division <br />Biomoniroring Guidance Document, dated July 1, 1993, for those discharges where the chronic IWC is greater <br />than 9.1 % and the receiving steam has a Class I Aquatic Life use or Class 2 Aquatic Life use with all of the <br />appropriate aquatic life numeric standards, chronic conditions apply. Where the chronic IWC is less than or <br />equal to 9.1, or the stream is not classified as described above, acute conditions apply. The chronic IWC is <br />determined using the following equation: <br />IWC = [Facility Flow (FF)/(Stream Chronic Low Flow (annual) + FF)J X 100% <br />The flows and corresponding IWCfor the appropriate discharge point are: <br />Discharge Point Chronic Low Flow, Facility Design Flow, ~,C (%) <br />30E3, (cfs) (cfs) <br />015 0 unknown I00% <br />The IWCfor this permit is 100% which represents a wastewater concentration of 100% effluent to 0% <br />receiving stream. However, if discharge occurs, it is expected to be intermittent and very short term (typically, <br />for less than one day), as was the discharge from previous outfall 011, which originated from the same general <br />source. Thus, the actual impact of such discharge would be acute. Additionally, because any discharge that <br />occurs is not expected to last for three days, it would not be possible to collect the three composite samples <br />required for the chronic WET test. Thus, acute WET testing will be required far outfall 015. If in the future, <br />discharge occurs chronically, the WET criteria may be reevaluated and chronic WET testing may be imposed. <br />Such a permit requirement change would be subject to public notice provisions. The petminee will be required <br />to submit docuntentatiort whenever discharge that is subject to WET testing occurs regarding the duration of the <br />actual discharge event. <br />Lnst ReviseA.~ 4/28/2004 <br />
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