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10/07/2018 Septic Design
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4330 Lakeview Court - 06-117-23-43-0017
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10/07/2018 Septic Design
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Last modified
8/22/2023 5:29:06 PM
Creation date
9/28/2021 3:47:57 PM
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x Address Old
House Number
4330
Street Name
Lakeview
Street Type
Court
Address
4330 Lakeview Ct
Document Type
Septic
PIN
0611723430017
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mfg 1000 gallons <br />dose pump 22 gpm 23 head VERIFY PUMP CURVE 5.7 min ON 9 hr OFF <br />float setting drop 5.0 inches at 25.o gpi "DESIGNED" 3.5 inches approx float tether length <br />125.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected <br />LABEL pump requirements and drawdown on riser or panel <br />Cam lock reachable from grade - 30" max. J -hook weep hole. Supply line access (no hard 90's) <br />2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4" sch40 sleeve or compacted, and buried 6"+. <br />splice box / control panel / electrical connections <br />flow measurement: CT, ETM, time dosed, home water meter <br />mound absorption area rough up <br />mound rock dimensions 10.0 X 38.0 <br />Sand lift depth 24 inches. (Jar test : 2" sand leaves < 1/8" silt after 30 min) <br />Absorption Sand beyond rock 0.0 upstope 17.0 downslope <br />Bermed topsoil beyond rockbed 11 upstope 20 sideslope 23 downslope <br />cover depth of 12.18"+ VERIFY <br />3 laterals (1-2' from edge of rock) <br />2.00 inch pipe size (Sch40 pipe rt fittings) <br />3.0 ft lateral spacing <br />B 7132 inch perforations <br />3.0 ft perforation spacing <br />Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY <br />clean outs (no hard 90's) <br />4" inspection pipe to bottom of rock, anchored VERIFY <br />Abandon existing system - if necessary =Re -use existing tank certification <br />monitoring plan and type <br />well abandonment form - if necessary <br />c <br />0 <br />`-r <br />d) <br />U <br />a a <br />a a <br />Z9 s <br />7S <br />b O <br />U) <br />0 0 <br />3 <br />V <br />r <br />O <br />f0 <br />Q <br />OA U) <br />c <br />0 <br />`-r <br />d) <br />U <br />
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