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End Connection Lateral Layout Diagram <br /> Laterals centered overth A&B dmension ♦.Tur p Wball valve or oleanOut piva <br /> F P <br /> AN laterals are identical IF x-->l Holes drilled on the bottom of the lateral <br /> equally spaced S <br /> Force main conneetio n Via tea or Moss to man%OM at any point. Laterals&farce mail of PVC 5cl 40 <br /> (per COMM Table 84.30-5) <br /> Number of Laterals 2 Orifice Diameter 0.188 in <br /> Lateral Diameter 1.50 in Orifice Spacing (X) 3.08 ft <br /> Lateral Length (P) 55.44 ft Orifices per Lateral 19 <br /> Lateral Spacing (S) 3.95 ft Orifice Density 11.85 ft2/orifice <br /> Lateral Flow Rate 12.45 gpm Manifold Length 3.95 ft <br /> System Flow Rate 24.90 gpm Manifold Diameter 1.50 in <br /> Total Dynamic Head 16.09 ft Forcemain Velocity 2.54 ft/sec <br /> Dose Tank Information Locking cover with waming <br /> label and baking device and <br /> sealed watertight <br /> Electrical as per NEC 300 and 11, <br /> Comm 16.28 WAC Disconnect 4 in.min. <br /> Tank component is properly vented �E Alternate outlet <br /> location <br /> Forcemain diameter <br /> SKAW Manufacturer 2 in. <br /> Capacityl Gallons <br /> Volume 1 16.46 gal/inch A <br /> Weep hole or anti- <br /> Dimension Inches Gallons B6 siphon device <br /> A 20.87 343.56 VC <br /> B 2.00 32.92 Pump off elevation(ft) <br /> C 4.13 68.00D 12.00 197.52Total 39.00 642.00 <br /> Dose tank elevation(ft) <br /> 3"Bedding 80.10 <br /> Alarm Manuafacturer TANK ALERT <br /> Alarm Model Number 1 101 <br /> Pump Manufacturer LITTLE GIANT <br /> Pump Model Number 9-EH <br /> Pump Must Deliver 24.90 gpm at 16.09 ft TDH <br /> Project: Page 4 of 9 <br />