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2017-00568 - septic
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0540 Old Crystal Bay Road South - 04-117-23-42-0030 - New PID
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2017-00568 - septic
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Last modified
8/22/2023 3:12:27 PM
Creation date
3/26/2018 3:17:13 PM
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x Address Old
Address
0540 Old Crystal Bay Rd S
Document Type
Septic
PIN
0411723420030
Supplemental fields
ProcessedPID
Updated
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INSPECTOR CHECKLIST - mound <br /> 4U OWLrystat bay Rd., Urcno <br /> ❑ WELL setbacks: 120'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: I 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 d <br /> WATER LINE underdispersal area. <br /> pressure se 10'to bed,tank&sewer tine. (else sewer line> 12"below) <br /> ❑ Sewer line&baffle connection (no 90's, 3'between 45's, <br /> slope min 1"in 8', max 2"in 8) <br /> P <br /> (no depth req's,s cteaout every 100', Sch 40 pipe) <br /> ❑ Septic tank and risers (water tight, insulated, proper depth,existing verified <br /> by pumping) <br /> mfg 2000 <br /> gallons none <br /> Riser over outlet, riser over inlet or center,and 6"+inspection pipe over any remaining baffles. <br /> No effluent filter&alarm I <br /> Dose tank risers and piping (w ter tight,insulated, proper depth,drainback) <br /> mfg 1000 gallons <br /> 0 <br /> dose pump------. 38 gpm 23 head VERIFY PUMP CURVE 4.6 min ON 9 hr OFF <br /> ❑ float setting drop 7.0 in hes <br /> at 125.0 Igpi "DESIGNED" 4.5 inches approx float tether length <br /> 174.0 g dose divided by gpi "INSTALLED"= inches float drop(field corrected <br /> LABEL pump requir is 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/electrics(connections <br /> flow measurement:CT, ETM,tin*dosed,home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 1b,0 X 50.0 <br /> ..r Sand lift depth 14 i es. (Jar test:2"sand Leaves< 1/8"silt after 30 min) <br /> ❑ Absorption Sand beyond rock 0.0 upslope 17.0 downslope <br /> 0 Bermed topsoil beyond rockbed 10 ups! <br /> We 15 sideslope 21 downslope <br /> cover depth of 12-18"+ VERIFY <br /> — 3 laterals (1-2'from edge cf rock) <br /> 2.00 inch pipe size (Sch}10 pipe&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 ro4,anchored VERIFY <br /> Abandon existing system-if necessary I 1Re-use existing tank certification <br /> monitoring plan and type <br /> well abandonment form -if neces4ry <br />
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