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Combination Tank Component Cross Section <br />4" Sch. 40 Vent <br />> or = to 12" <br />Above Final Grade <br />XU ivum <br />Approved Manhole Covers With Warning Labels <br />and Locking Device / 4" Min. Above Final Grade <br />Inlet Approved <br />Effluent Filter <br />Ba,- < or = to 1/8" <br />Particle Size A <br />C <br />Tank Mfr.ai4�1' <br />D <br />Weather Proof Junction Box <br />Electric per NEC 300 & COMM. <br />16.28 WAC <br />Alternate Outlet Location <br />JI W/Approved 4" Sleeve <br />Force Main Diam. Z," <br />Weep Hole or Anti Siphon Device <br />B Pump Off Elev. 770 <br />Dose Tank Elev <br />Vertical Difference Between Pump Off and Distribution Pipe = & <br />Minimum Required Supply Pressure ...................................... _ //A <br />�� FT. of Force Main x . M0 Friction Factor/100FT.... = a •�lQ <br />Total Dynamic Head .................... _ ✓aa 9l� <br />Number of Doses ... _ *5� Per Day Gal. Per Day/ #of Doses = '50 Gal. <br />Volume of Backflow.................................................................... = ZQ_ Gal. <br />Total Dose Volume..................................................................... _ _L Gal. <br />Pump Tank Capacity 6152 -Gallons <br />Pump Tank Volune /!F. Jt7 Gal/Inch <br />Pump Mfr. 4 6b t <br />Pump Model 2 9 j — <br />Minimum Discharge Rate = A &' GPM <br />Dimensions Inches Gallons <br />A <br />B <br />C <br />D <br />Alarm Mfr. �Cvl, fnM Total= <br />Alarm Model j& L, - <br />Bed Tank per COMM. 83.45(5) <br />Anchor Tank as necessary to negate buoyant forces per COMM. 83.43(8)(g). <br />/.1 <br />