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Rusty Olson's Soil/Percolation Testing - May 5, 2017
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0500 Willow Drive South - 03-117-23-32-0028
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Rusty Olson's Soil/Percolation Testing - May 5, 2017
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Last modified
8/22/2023 3:11:06 PM
Creation date
2/20/2020 11:28:01 AM
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0500 Willow Dr S
Document Type
Septic
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0311723320028
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u;i wu:ow ur:ve INSPECTOR CHECKLIST - mound <br /> � � <br /> 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> '10to everything <br /> ' <br /> platted: 10'prop tire. Metes ti bounds: out of road easement, or outer ditch. <br /> .AK :3LLF setht:ek: 20'for bluff. GD <br /> r—� Lakes: RD _, NE Protected wetland <br /> � i3tiii�iia�=,ern�.:s: 10for eve s .-- <br /> �--; ' everything, 20'for dispersal area. <br /> u <br /> LINE a;,JC1 rrrSSurr Sc 10'to bed,tank ft sewer line. (else sewer line > 11"below) <br /> i Sewer line & baffle connection (no 90's, Y between 45's, slope min 1"in 8', max 2"in 81 <br /> i o depth req's, clean out every 100', Sch 40 pipe) <br /> r— <br /> i✓ Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfE 3000 gallons <br /> none <br /> Riser over outlet, riser over iniet or center, and 6"+ inspection pipe over any remaining baffles. <br /> ---i <br /> No effwent fitter&alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg ______ 1500 gallons <br /> close pump 42 gpm 16 head VERIFY PUMP CURVE <br /> 5.5 min ON 9 hr OFF <br /> float setting drop 7.8 inches <br /> at 29.4 Bpi "DESIGNED" 4.9 inches approx float tether-length <br /> 229.0 gal dose divided by Bpi "INSTALLED"= <br /> LABEL pump requirements and drawdown on riserinches float drop (field corrected <br /> Iii Cam lock reachable from grade - 30" max. J-hook weep hote.Supply line access (no hard 90's) <br /> 2.0 inch supply pipe: Sch40, sloped 1/8"+ <br /> Pe supported by 4"sch40 sleeve or compacted, and buried 6"+. <br /> ~ sp,ice box / control panel / electrical connections <br /> (i flow measurement: CT, E;M, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rocK dimensions <br /> ---- 10.0 X 75,0 <br /> Sand lift depth 20 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min) <br /> Absorption Sand beyond rock 0.0 u sic <br /> p pe 17.0 downslope <br /> Bermed topsoil beyond rockbed 11 u sto <br /> p pe 4.7 sidesiope 24 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 lY fittings) <br /> 3.0 ft lateral spacing <br /> 7/32 nch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY <br /> ?_ :::ean ours i.no hard 90's) <br /> J 4"inspection pipe to bottom of rock, anchored VERIFY <br /> ADaneon existing system - if necessary <br /> (_ Re use existing tank certification <br /> monitoring plan, and type <br /> well abandonment form - if necessary <br />
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