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Last modified
1/26/2010 12:33:03 PM
Creation date
10/11/2006 10:40:25 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
5000.100
Description
Flood Protection Section - Coal Creek Project
State
CO
Basin
South Platte
Water Division
1
Date
7/21/1980
Author
City of Louisville
Title
City of Louisville - Coal Creek Proposal
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />MUSICK, WILLIAMSON, SCHWARTZ, <br />LEAVENWORTH & COPE, P. C. <br /> <br />001729 <br /> <br />Water Quality Control Commission <br />June 27, 1980 <br />Page Five <br /> <br />mittent stream. The limited flow in Coal Creek will obviously <br />affect the variety of life forms which can be present. It should <br />be noted that irrigation diversions are the main source of the <br />intermittent flow. Thus, any attempt to improve this flow may <br />prove to be rather difficult. <br /> <br />In addition, Dr. Lewis discusses the existing streambed <br />characteristics of Coal Creek, namely, the sandy bottom and irri- <br />gation ditch character of the stream. Such characteristics obviously <br />represent a Class 2 fishery as opposed to a Class 1. <br /> <br />III. Specific Ammonia Limitation for Coal Creek <br /> <br />Presently, the Water Quality Control Division has proposed <br />a 0.06 mg/l unionized ammonia level for Coal Creek. Louisville <br />believes that as a Class 2-Warm Water Aquatic Life stream, the <br />appropriate number to be placed on this stretch of Coal Creek <br />is a number reflecting the present background ammonia levels. <br />As the WQCD presently utilizes the "Basic Standards" to insert <br />the 0.06 mg/l standard into NPDES permits, it is important to <br />develop a specific ammonia number. <br /> <br />The report submitted by Dr. Lewis indicates that instream <br />standards for Coal Creek at the present time exceed the proposed <br />0.06 mg/l level even above the Louisville sewage treatment plant <br />discharge. It should be noted there are no point source discharges <br />above the Louisville discharge point. Thus, other factors are <br />affecting the level of ammonia in the stream. One could only <br />speculate to the extent that the higher ammonia levels are due <br />to agricultural runoff and other non-point sources. <br /> <br />Dr. Lewis' report also indicates that the ammonia concen- <br />tration drops to a level of 0.03 mg/l prior to the confluence <br />of Coal Creek with Boulder Creek. Thus, the natural biological <br />processes are reducing the ammonia level, despite the existence <br />of three sewage treatment plant discharges in this stretch of <br />the stream (Louisville, Lafayette, and Erie). In addition, Dr. <br />Lewis' report indicates that there is li ttle or no improvement <br />in the fishery from the confluence to just below the Louisville <br />discharge. (Louisville does not contend that the fishery below <br />their discharge is the same as that above the discharge. Although <br />similar in the nature of fish, there were virtually no fish below <br />the Louisville discharge, but there were some fish above the <br />discharge. ) <br />
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