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Flow Thru Cost Estimator <br /> Estimated S lash ad <br /> Drain Awa S stem <br /> Im rial <br /> Totai Pla roduct Flow 124.00 <br /> Manifold Ca ci 85.00 <br /> Use lesser amount 85.00 <br /> Avera uence Flow Rate 72.25 <br /> Maximum Flow r hour allons 4 335.00 <br /> Houre r Season 612 00 <br /> � Consum tion r Season allons r,653 u��:i 0� i r�- �.. ,�t. ., �.:��-n ��_-� �t< u,:i wil con;�me e�i�i sea5�� F ,=r-M���„ , ua�-f,�i+bo,r;:�y <br /> Avera e Dail Consum tion ? 1�:� r - � � � ,',�r , , , ��,e F.,�- r,�� <br /> Avera e Dail Consum tion 4 433.86 <br /> Hundred Cubic Feet r Season HC 3 547.09 <br /> Usage Estimate based on degree Days <br /> Tem rature F/C Hours Per da Da s r Season Hours of Use r Season <br /> 70-79 21-26 7 54 378 <br /> 80-90 27-31 8 13 104 <br /> 90-99 32-37 10 10 100 <br /> 100+ 38+ 10 3 30 <br /> Total 80 612 <br /> Note:Days per season=100 days-20 days of rain within season <br /> Evaporation and bather bad loss 0.00% <br /> Water meter cost per 1000 gal $2.500 <br /> Sewer cost per 1000 gal $0.00 <br /> ToWI Cost r season $6,632.55 <br /> Annulized Water Consum tion 7269 <br /> �iona municipa ees a may <br /> apply 6 Mth Fee <br /> Water Meter Charge $ - <br /> Sewer Base Charge $ - <br /> Landfill Remediation $ - <br /> Public Fire Protection $ - <br /> Storm Water Char e <br /> Pad Total Combined Seasonal Operation Cost $ 6,632.55 <br /> Site Staffing 0 <br /> Maintenance Staff 0 <br /> Other 0 <br /> Total O eratin and Staffin Costs $ 6,632.55 <br /> Copy of Pequot Lakes Flow Through Water Consumption Estimator 1-24-20 Page 1 <br />