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WSP06151
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Last modified
1/26/2010 2:21:28 PM
Creation date
10/12/2006 1:27:45 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8274.400
Description
Colorado River Basin Salinity Control - General Basinwide Salinity Issues - NPDES
Basin
Colorado Mainstem
Water Division
5
Date
9/1/1995
Author
Applied Hydrology
Title
Salinity Control Study - NPDES Permit No. CO - 0042161 - Prepared for Twentymile Coal Company
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />" <br /> <br />~; <br /> <br />" <br />, <br /> <br />" <br />;i <br /> <br />~~ <br />;0.; <br /> <br />;.;: <br /> <br />->-:, <br /> <br />... <br />,..... <br />",) <br />00 <br /> <br />,1,-' <br /> <br />NPDES P~rmit No. CO-0042161 <br />Salinity Cpntrol Study <br /> <br />Twentymile Coal Company <br /> <br />4.1.3 O~tion 3: Injection up to 0.5 cfs <br /> <br />Option 3 involves injection of dewatering flows up to 0.5 cfs, and untreated discharge of flow <br />in excess ~f this, This option is not as effective when discharge tatesexceed the injection <br />system ca(tacity estimated at 0.5 cfs, but it could be more effective if the uuectionwell proved <br />capable of: handling more than 0;5 cfs or if the surge storage capacity of the sedimentation <br />pond were!expanded, <br /> <br />The calculated salt loads and cOncentrations in Fish Creek resulting from Option 3 are <br />provided In Table 5. The monthly average flows and s31i loads, in the discharge under <br />Option 3 were added to the average monthly flows and salt loads in Fish Creek upstream of tbe <br />discharge 'points (Station 16), to estimate monthly flows arid salt loads for Fish Creek <br />downstrea!n of the discharge. " <br /> <br />Option 3: results in a reduction in average salt loading for the 1990-1994 record of <br />1.09 tons(lIay. of the total dewatering load of 1.83 tons/day. Like Options 1 and 2, this does <br />not substap.tially change the salt load in Fish Creek downstream of the discharge. A reduction <br />of 1.09 tops/day would decrease the average daily salt load in Fish Creek from 8 to 12 \lercent <br />in the 1990-1994 record. ' <br /> <br />Option 3: would reduce IDS concentrations in Fish Creek downstream of the discharge, <br />although less so than for Options 1 arid 2. Table 5 shows average IDS concentrations <br />downstr$ of the mixing zone for the discharge outfall would decline from 781 ppm to 565 <br />'ppm. Si(lce the average IDS concentration in Fish Creek at Station 302 downStream of the <br />dischargetoutfall is 685 mg/I for 1990-1994, Option 3 would reduce IDS concentrations in <br />Fish Creek from 18 to 28 percent. <br /> <br />'. <br /> <br />AHA ~e: 14SALCN"l.OOC <br /> <br />Page 23 <br /> <br />HI PM 0'1/29/95 <br /> <br />,L ;i <br />
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