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Resolution No. 4875
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2006 No. 4856-4897
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Resolution No. 4875
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Last modified
6/10/2010 4:50:03 PM
Creation date
6/14/2006 4:39:45 PM
Metadata
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Template:
City Recorder
CMO_Document_Type
Resolutions
Document_Date
6/12/2006
Document_Number
4875
CMO_Effective_Date
6/12/2006
Repeal_Date
5/7/2007
Author
Mary H. Feldman
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<br />reduction efforts outlined in the. 2000 WWFMP. Therefore, it is estimated that the III <br />reduction efforts will reduce III by approximately 17 mgd. <br /> <br />Wet seaS6n III in 2025 attributed to existing users is determined by subtracting the <br />anticipated reduction in wet season 1/1(17 mgd) from the current wet season III <br />(220.2 mgd) yielding .203.2 mgd. <br /> <br />Finally, wet season III attributed to growth in 2025 is 14.5 mgd and is determined by taking <br />the 2025 total peak flow projection of 277 mgd and subtracting both the 2025 average flow <br />(59.3 mgd) and the 2025 wetseasonI/I attributed to existing users, (203.2 mgd). Therefore, <br />the peak flow in 2025 attributed-to growth is 30 mgd (15.5 mgd of average flow plus 14.5 of <br />wet season III flow). <br /> <br />TABLE C-2 <br />Projected 2025 Peak Flow Breakdown <br /> <br />Average flow attributed to existing users (includes dry <br />season III) <br /> <br />Average flow attributed to future users (includes dry <br />season III) <br /> <br />Wet season III attributed to existing users <br /> <br />Wet season 1/1 attributed to future users <br /> <br />Total peak flow <br /> <br />, Total peak flow attributed to growth <br /> <br />43.5 mgd <br /> <br />15.5 mgd (59.3 - 43.8) <br /> <br />203.2 mgd (220.2 -17) <br />14.5 mgd (277 - 59.3 - 203.2 <br />277 mgd <br />30 mgd (15.5 + 14.5) <br /> <br />BOD <br /> <br />The methodology for BOD is similar to that of average flow. The existing capacity, although <br />not explicitly stated in the current NPDES permit, is 66,000 lbsl day, which was the value <br />used for the original WPCF design. The current loading or current required capacity in <br />presented in DSMM terms is 54,800 Ibsl day and is determined as follows: <br /> <br />Current BOD = (0.185 x 217;737 x 1.3) + 2,402 =54,800 lbsl day (actual calculated value of <br />54,756lbsl day rounded to the nearest hundred pounds). <br /> <br />Where: <br /> <br />0.185 is the selected pounds per capita per day (ppcd) based on dry season <br />values from 1990 to 2002- <br /> <br />217,737 is the population served in 2002 <br /> <br />1.3 is the selected peaking to convert average dry season load to DSMM load <br />(based on 1990 to 2002 data) <br /> <br />2,402 is the current industrial BOD load in Ibsl day <br /> <br />The available capacity in terms of BOD is 11,200 IbsJ day (66,000 - 54,800). <br /> <br />A-29 <br />
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