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Center Connection Lateral Layout Daigram <br /> Force main connection via tee or cross to manifold at any point. Laterals are identical <br /> �E P <br /> •=Turn-u p m ba l l valve or I<.y—�I( 2 1 02-41 Laterals&force main of PVC Sch 40 W AIL <br /> of can out pl u g per COMM Table 84.30.5 <br /> Holes drilled on the bottom of the lateral. <br /> Number of Laterals Orifice Diameter 0.156 in <br /> Lateral Diameter 1.50 in Orifice Spacing (X) 2.10 ft <br /> Lateral Length (P) 36.7& ft Orifices per Lateral 18 <br /> Lateral Spacing (S) 3.0G ft Orifice Density 6.25 ft2/orifice <br /> Lateral Flow Rate 9.6c, gpm Manifold Length 3.00 ft <br /> System Flow Rate 38.77 gpm Manifold Diameter 1.50 in <br /> Total Dynamic Head 17.8E ft Forcemain Velocity 3.96 1 ft/sec <br /> Dose Tank Information Locking cover with warning <br /> label and locking device and <br /> � sealed watertight <br /> Electrical as per NEC 300 and ------► <br /> Comm 16.28 WAC Disconnect 4 in. min. <br /> Tank component is properly vented LForcemain <br /> Alternate outlet <br /> location <br /> diameter <br /> Wieser Concrete Manufacturer 2 in. <br /> Capaci 602.82 Gallons �— <br /> Volume 11.82 gal/inch A <br /> Weep hole or anti- <br /> Dimension Inches Gallons B siphon device <br /> A 31.98 378.05 C <br /> B 2.00 23.64 4 Pump off elevation(ft) <br /> C 7.02 82.93 84.83 <br /> D 10.00 118.20 D <br /> Total 51.00 602.20 <br /> LDose tank elevation <br /> 3" Bedding un Tuner tank. 84.00 <br /> Alarm Manuafacturer S.J. Electro <br /> Alarm Model Number 101-01H <br /> Pump Manufacturer Zoeller <br /> Pump Model Number Model#152 <br /> Pump Must Deliver E 38.77 gpm at r 17.88 ft TDH <br /> Project: Erling Syverson Mound Page 4 of 8 <br />