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SYSTEM SPECIFICATIONS , <br /> In-ground Soil Absorption Component SBD <br /> - <br /> Project Name: 17�V-Y\1--)Cl_cx <br /> Distribution Cell Type Septic Tank <br /> Aggregate ❑ Leaching chambers Min. Septic Tank Volume gal. <br /> Wastewater Quality Septic Tank Volume gal <br /> Treated ❑ Untreated Manufacturer (I �- <br /> Number of Bedrooms _ Effluent Filter <br /> �� <br /> Design Loading Rate (DLR) _ Manufacturer <br /> (Maximum Soil Application Rate) <br /> Model_ � 0c) <br /> Combined wastewater: <br /> Number of bedrooms Pump Tank <br /> gal/day/bedroom x 150 Manufacturer <br /> Daily Wastewater Flow (DWF) _ Pump Tank Volume gal. <br /> Clear and graywater only: <br /> Number of bedrooms Diverter valve ❑yes kno <br /> gal/day/bedroom X 90 <br /> Manufacture <br /> Daily Wastewater Flow (DWF) = Model <br /> Note : The use of a diverter valve shall be indicated on <br /> Blackwater the management plan indicating how and when the valve <br /> Number of bedrooms shall be used. <br /> gal/day/bedroom x 60 <br /> ' Daily Wastewater Flow (DWF) _ <br /> Distribution Cell Sizing (Aggregate) <br /> DWF / DLR / _ 3 ftp <br /> Distribution Cell Sizing (leaching chambers) <br /> Leaching Chamber <br /> Manufacture <br /> Model <br /> Adjusted Design Loading Rate3/ , 1 gpd/ft= <br /> Chamber size, bottom area fe <br /> Syst m sizing = DWF / ADLR / Chamber size <br /> ( = .� = 37. 1 = '�-I <br /> (DWF) (ADLR) (sq.ft.) #of chambers <br /> Page_of <br /> Number of chambers to be used = 7 <br /> __ _ <br />