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2016-01434 - septic
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Mooney Lake Drive (Formeraly 300 Sixth Ave N)
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1175 Mooney Lake Drive - 25-118-23-41-0017
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2016-01434 - septic
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Last modified
8/22/2023 4:15:10 PM
Creation date
12/8/2017 11:31:11 AM
Metadata
Fields
Template:
x Address Old
House Number
1175
Street Name
Mooney Lake
Street Type
Drive
Address
1175 Mooney Lake Drive
Document Type
Septic
PIN
2511823410017
Supplemental fields
ProcessedPID
Updated
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INSPECTOR CHECKLIST - mound <br /> 11/5 Mooney Lake Drive i <br /> __- WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 6 <br /> 50'to everything 100'to dispersal area with shallow well <br /> - PROPERTY LINES setback: 10'to everything I <br /> Road setback: platted: 10'prop line. Metes& bounds: out of road easement, or outer ditch. <br /> _ LAKE/BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE . Protected Protected wetland . <br /> Building setbacks: 10'for everything, 20'for dispersal area. <br /> _ <br /> WATER LINE under pressure st 10'to bed,tank&sewer line. (else sewer line> 12"below) G <br /> s <br /> r <br /> ESewer line& 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 /> ESeptic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2250 gallons none l <br /> l <br /> l <br /> _- Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. i <br /> No effluent filter&alarm f, <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> e <br /> mfg 1250 gallons i <br /> - dose pump 36 gpm 23 head VERIFY PUMP CURVE 5,7 min ON 9 hr OFF <br /> } <br /> i <br /> n float setting drop 8.0 inches at 25.5 gpi "DESIGNED" 5.0 inches approx float tether length <br /> 205.0 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) I <br /> _ 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. F <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 63.0 <br /> Sand lift depth 12 inches. (Jar test: 2"sand leaves < 1/8"silt after 30 min) <br /> l <br /> EAbsorption Sand beyond rock 0.0 upslope 17,0 downslope <br /> nBermed topsoil beyond rockbed 10 upslope 11 sideslope 20 downslope <br /> _ cover depth of 12-18"+ VERIFY li <br /> 3 laterals (1.2'from edge of rock) i <br /> 2.00 inch pipe size (Sch40 pipe &fittings) <br /> 3.0 ft lateral spacing <br /> 7/32 inch perforations <br /> 3.0 ft perforation spacing i <br /> Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY I <br /> clean outs (no hard 90's) <br /> - 4"inspection pipe to bottom of rock, anchored VERIFY t <br /> _ Abandon existing system - if necessary Re-use existing tank certification <br /> monitoring plan and type / <br /> well abandonment form - if necessary <br /> 5 <br />
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