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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 5 <br /> 0=Turn-up m'ball valve or FX--->IEx12I x12->1 Laterals 6:force main of PVC Sch 40 <br /> cleanoutplug per COMM Table 84.30-5 <br /> Holes drilled on the bottom of the lateral. <br /> Number of Laterals 4 Orifice Diameter 0.188 in <br /> Lateral Diameter 1.50 in Orifice Spacing (X) 3.02 ft <br /> Lateral Length (P) 31.71 ft Orifices per Lateral 11 <br /> Lateral Spacing (S) 3.47 ft Orifice Density 10.24 ft2/orifice <br /> Lateral Flow Rate 7.21 gpm Manifold Length 3.47 ft <br /> System Flow Rate 28.84 gpm Manifold Diameter 1.50 in <br /> Total Dynamic Head 13.28 ft Forcemain Velocity 2.94 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 0 4 in.min. <br /> Disconnect _ <br /> Tank component is propi <br /> ntedi E— Alternate outlet <br /> ocation <br /> Foroemain diameter <br /> Wieser anufacturer 2 in. <br /> Ca aci 650. allons <br /> Volume 15.93 gal/inch A <br /> Weep hole or anti- <br /> Dimension Inches Gallons B siphon device <br /> A 22.57 359.49 C <br /> B 2.00 31.86 P� ump off elevation(ft) <br /> C 4.24 67.49 91.00 <br /> D 12.00 191.16 D <br /> Total 40.80 650.00 <br /> Dom tank elevation(ft)3" Bedding un� se <br /> ertank. 90.00 <br /> Alarm MJSJE <br /> Alarm Model Number JHW <br /> 101 <br /> Pump Manufacturer JGoulds <br /> Pump Model Number I EP04 <br /> Pump Must Deliver 28.84 gpm at 13.28 ft TDH <br /> Project: u/ -n5P 8 <br /> V� L9 f- <br /> 1, 10 <br />