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2016 - 01219 - new/replacement septic
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Willow Drive North
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0960 Willow Dr N - 27-118-23-33-0011
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2016 - 01219 - new/replacement septic
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Last modified
11/3/2023 8:45:45 AM
Creation date
2/12/2020 8:44:44 AM
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Template:
x Address Old
House Number
960
Street Name
Willow
Street Type
Drive
Street Direction
North
Address
960 Willow Drive North
Document Type
Permits/Inspections
PIN
2711823330011
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Updated
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INSPECTOR CHECKLIST - mound <br /> 96U W1llOW Urtve N. <br /> Y El i. setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow welt <br /> PROPERTY LINES setback: 10'to everything <br /> Road setback: platted: 10'prop tine. Metes a bounds: out of road easement, or outer ditch. <br /> LAKE BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE . Protected wetland_. <br /> _ <br /> _ Building setbacks: 10'for everything, 20'for dispersal area. <br /> .-ITER LINE under pressure sc 10'to bed,tank Et sewer line. (else sewer line > 12"below) <br /> Sewer line a baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2" in 8') <br /> (no depth req's, clean out every 100', Sch 40 pipe) <br /> Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2250 gallons none <br /> Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br /> No effluent filter a alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1000 gallons <br /> dose pump 38 gpm 17 head VERIFY PUMP CURVE 4.1 min ON 9 hr OFF <br /> n float setting drop 6.2 inches at 25.0 gpi "DESIGNED" 4.1 inches approx float tether length <br /> 155.0 gat 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 50.0 <br /> Sand lift depth 16 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min) <br /> nAbsorption Sand beyond rock 0.0 upslope 10.0 downslope <br /> Bermed topsoil beyond rockbed 12 upslope 14 sideslope 15 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 a fittings) <br /> 3.0 ft lateral spacing <br /> _ 1/4" 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 />
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