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GSF WI MOUND DESIGN PROGRAM <br /> LATERAL AND DOSE TANK <br /> End Connection Lateral Layout Diagram <br /> Place Appropriate Lateral Diagram From Right Below <br /> P •=Turn-up w/ball valve or deanout plug , <br /> • <br /> Z --'1st orrifice located at Z ' X---.--1 Orrifices point up except every f <br /> 5th one points dawn for S <br /> drainage. <br /> Edge of distribution cell <br /> ) <br /> Force main connection via tee or cross to manifold at any point. Laterals&force main of PVC Sch 40 <br /> All laterals identical with orrifice equally spaced. (per sPs Table 384 30-5 <br /> -Edge of distribution cell <br /> Numbers of Laterals 2.00 Orifice Diameter 0.19 in <br /> Lateral Diameter 1.50 in Orifice Spacing(X) 2.10 ft <br /> Lateral Length(P) 51.20 ft Orifices per Lateral 25.00 <br /> Lateral End(Z) 0.80 ft Orifice Density 6.36 ft2/orifice <br /> Lateral Spacing(S) 3.00 ft Manifold Length 3.00 ft <br /> Lateral Flow Rate 16.38 gpm Manifold Diameter 1.50 in <br /> System Flow Rate 32.77 gpm Forcemain Velocity 3.35 ft/sec <br /> Pump Off Height 12 in <br /> Dose Tank Information <br /> Loddng cover Stith having <br /> --label and locking device,and <br /> 6ectrical as per NEC 300 / sealed <br /> and Corn 16.28 VAC - --1 i r <br /> r 4 in.min. <br /> I-- - --... \ ;%! Alternate outlet locatim <br /> \Talk component is propely metedI <br /> Facerar darneter <br /> ,� 2 in <br /> Wieser Concrete Manufacturer # <br /> Capacity 800.64 Gallons A <br /> Volume 22.24 gal/inch 1 4 N,. Meg,hole a <br /> anti-ephm device <br /> 8 <br /> Dimension Inches Gallons 4 <br /> A 19.13 425.42 C <br /> B 2.00 44.48 _ 4 Rano off d e eliar(ft) <br /> C 2.87 63.86 <br /> D 12.00 266.88 l 973.64 <br /> Total 36.00 800.64 <br /> -- -- i.,1 -` -1 Dose tank elevation(ft) <br /> twin.3"Bedrirg under tart. 972.64 <br /> Alarm Manufacturer S.J.E.Rhombus Note: A two float pump control <br /> Alarm Model Number Tank Alert XT switch is required for this <br /> application. <br /> Pump Manufacturer Zoeller <br /> Pump Model Number 152 <br /> Pump Must Delivery 32.77 gpm at 15.39 ft TDH <br /> Project: Swanson and Meister Mound Sanitary System Page 4 of 9 <br />