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10-23-2019 Septic Design
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155 Wear Lane North - 33-118-23-34-0013
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10-23-2019 Septic Design
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Last modified
8/22/2023 4:50:54 PM
Creation date
10/5/2021 11:23:03 AM
Metadata
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x Address Old
House Number
155
Street Name
Wear
Street Type
Lane
Street Direction
North
Address
155 Wear Lane North
Document Type
Septic
PIN
3311823340013
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INSPECTOR CHECKLIST - mound <br />1» wear Ln. <br />❑ WELL setbacks: 20' to pressure tested sewer line (5 psi for 15 min) <br />50' to everything 100' to dispersal area with shallow well <br />PROPERTY LINES setback: 10' to everything <br />Road setback: platted: 10' prop line. Metes a bounds: out of road easement, or outer ditch. <br />LAKE / BLUFF setback: 20' for bluff. Lakes: GD _, RD —, NE _ Protected wetland _. <br />Building setbacks: 10' for everything, 20' for dispersal area. <br />WATER LINE under pressure se 10' to bed,tank & sewer line. (else sewer line > 12" below) <br />Sewer line 8: baffle connection (no 90's, 3' between 45's, slope min 1" in 8', max 2" in 8') <br />(no depth reqs, clean out every 100', Sch 40 pipe) <br />Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br />Mfg 2500 gallons Multiple tanks or compartments req'd <br />Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br />No effluent fitter tt alarm <br />Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br />mfg 1250 gallons <br />dose pump 47 gpm 22 head VERIFY PUMP CURVE 4.2 min ON 9 hr OFF El <br />float setting drop 6.8 inches at29.1 gpi "DESIGNED" 4.4 inches approx float tether Length <br />198.0 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 99s) <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 62.5 <br />Sand lift depth 24 inches. (Jar test : 2" sand leaves < 1/8" silt after 30 min) <br />❑ Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br />El Bermed topsoil beyond rockbed 13 ups[ope 18 sideslope 24 downslope <br />cover depth of 12-18"+ VERIFY <br />3 laterals (1-2'f rom edge of rock) <br />2.00 inch pipe size (Sch40 pipe It fittings) <br />3.0 ft lateral spacing <br />B 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 />wet[ abandonment form - if necessary <br />
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