HomeMy WebLinkAboutSDP200900053 CalculationsPump Specifications HD ID #: 101-07-0274
Pump Chamber Size:existing pump tank
Drawdown (Each Pump Cycle):110 gallons
5.5 inches
1/4 Day Storage:125 gallons
oximumPumpCyc|oTima 5minn, 14 secs.
Minimum Pump Capacity:GPM
Minimum Pump Cycle Time mins., secs.
Maximum Pump Capacity:GPM
Static Head:feet
Friction Head:feet at gallons/minute
Total Dynamic Head:feet at gallons/minute
Force Main Shall be SCH. 40 PVC Pressure Pipe with Pressure Fittings
Pump Must Provide 21 Gallons erK8inuheatSystem eadVmP-- u[Vve-'_-oPr Yn Head.
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Waterproof Junction Box o" /
Grade i___ i V Gate
4"mVC,mu40 INVERT orINLET
MAXIMUM uaeus VOLUME--IN-
r t
MINIMUM 114 DAY
Rubber
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HIGH WATER ALARM
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PUMP ON U tne
PUMP CYCLE DOSE P U qh Check Val ye
Weep Hole
PUMP OFF p~ ---
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PUMP TO BE SUBMERGED
AT ALL TIMES Pump
Construction Drawing HD ID #: 101 -07 -0274
Owner Information
Lynn, Terry Phone: (434) 964 -9152
711 Martingale Lane
Earlysville, VA 22936
Construction Drawing
Schematic drawing of sewage disposal system and topographic features.
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This sewage disposal system construction permit is null and void if conditions are changed from those shown on the
application or construction permit. No part of any installation may be covered or used until inspected, corrections
made if necessary and the system is approved. The inspection will normally be made by the system designer, who
may be an AOSE, PE, or EHS. Any part of any installation which has been covered prior to approval shall be
uncovered, if necessary, upon direction of the Department or the system designer.
System Design By: Josh Kirtley ; Site Evaluation By: Joshua Kirtley
June 5, 2007 December 5, 2008
Josh Kirtley Issue Date Expiration Date