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2016-01468 - septic
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Old Crystal Bay Road South
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0500 Old Crystal Bay Road South - 04-117-23-42-0029 - New PID (Division - Was: 540 Old Crystal Bay Rd S)
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2016-01468 - septic
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Last modified
8/22/2023 3:12:22 PM
Creation date
3/23/2018 1:48:41 PM
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x Address Old
Address
0500 Old Crystal Bay Rd S
Document Type
Septic
PIN
0411723420029
Supplemental fields
ProcessedPID
Updated
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• <br /> INSPECTOR CHECKLIST - mound <br /> Lot 1 MK 1 wnite OaK rum(Add. <br /> ElWELL 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 line. Metes&bounds: out of road easement, or outer ditch. <br /> LAKE/BLUFF setback: 20'for bluff. Lakes: GD , RD_, NE_. Protected wetland . <br /> Building <br /> _ Building setbacks: 10'for everything, 20'for dispersal area. <br /> WATER LINE under pressure st 10'to ted,tank&sewer tine. (else sewer tine> 12"below) <br /> Sewer line&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 eNery 100', Sch 40 pipe) <br /> EDSeptic tank and risers (water tight, nsulated, proper depth, existing verified by pumping) <br /> mfg 0 II; gallons none <br /> Riser over outlet, riser over inlet orl center, and 6"+inspection pipe over any remaining baffles. <br /> _ No effluent filter&alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfe 13001 gallons <br /> El dose pump 47 gpm 21 head VERIFY PUMP CURVE 4.2 min ON 9 hr OFF <br /> float setting drop 7.8 inches at 25.5 gpi "DESIGNED" 4.9 inches approx float tether length <br /> 198.0 gal dole 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 10.01 X 8.0 <br /> Sand lift depth 18 inchesfr (Jar test : 2"sand leaves< 1/8"silt after 30 min) <br /> Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br /> Bermed topsoil:beyond rockbed I 12 upslope 16 sideslope 20 downslope <br /> r-- <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals (1-2'from edge of ock) <br /> 2.00 inch pipe size (Sch 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 op feed manifold if necessary. VERIFY <br /> _ clean outs (n0 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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