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B. List the average design flow and daily BODS loadings for your <br /> facility in the blanks below. If you are not aware of these <br /> design quantities, refer to your O&M manual. <br /> Average Flow Daily BODS Loading <br /> (MGD) (Pounds per day) <br /> Design Criteria: * 4 . 3 14 , 344 . 8 <br /> 90% of the Design Criteria: 3 . 87 12 , 910 . 32 <br /> C. How many times did the monthly flow (Col . 1 ) to the WWTP <br /> exceed 90% of the design flow? 2 (Circle the appropriate <br /> number) <br /> �- 4�= Q�ots• 5 or more = 5 points; <br /> D. How many times did the average monthly flow (Col. 1 ) to the <br /> WWTP exceed the design flow? 1 (Circle the appropriate <br /> number) _ <br /> 0 = 0 points; 1 - 2 = 5 _ oints • 3 - 4 = 10 points; <br /> 5 or more = 15 points; <br /> E. How many times did the maximum daily BODS loading (Col. 3 ) to <br /> the WWTP exceed 90% of the daily design loading? 0 (Circle <br /> the appropriate number) <br /> 6:- :1 1 = 0 oints • 2 - 4 = 5 points; 5 or more = 10 points; <br /> F. How many times did the average daily BODS loading (Col . 3 ) to <br /> the WWTP exceed the daily design loading? 0 (Circle the <br /> appropriate number) <br /> 0 = 0 points; 1 = 10 points; 2 = 20 points; <br /> 3 = 30 points; 4 = 40 points; 5 or more = 50 points; <br /> G. List each point value you circled for C through F in the <br /> blanks below and place the total in the box. <br /> C points = 0 <br /> D points = 5 <br /> E points = 0 <br /> F points = 0 <br /> TOTAL POINT VALUE FOR PART 1 <br /> • Enter this value on the point calculation table on the last page. <br /> * This is based on the design of the Rapid Sand Filters <br /> 2 <br />