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2017-01464 - mound septic
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4620 North Arm Drive West- 06-117-23-23-0002
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2017-01464 - mound septic
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Last modified
8/22/2023 5:25:30 PM
Creation date
1/31/2018 3:33:18 PM
Metadata
Fields
Template:
x Address Old
House Number
4620
Street Name
North Arm
Street Type
Drive
Street Direction
West
Address
4620 North Arm Dr W
Document Type
Septic
PIN
0611723230002
Supplemental fields
ProcessedPID
Updated
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INSPECTOR CHECKLIST - mound <br /> 4b1U North Arm Urtve W. <br /> setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> PROI).:.iti'Y 1.1\LS setback: 10'to everything <br /> Rk,ad setback: platted: 10'prop line. Metes &bounds: out of road easement, or outer ditch. <br /> . LAK[:1 BL't setback: 20'for bluff. Lakes: GC_, RD_, NE . Protected Protected wetland <br /> i3t,iicin`setbacks: 10'for everything, 20'for dispersal area. <br /> V ATR L1.NE=,under pressure sc 10'to bed,tank &sewer line. (else sewer line > 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 deptn reqs, clean out every 100', Sch 40 pipe) <br /> Septic tank ant risers (water tight, insulated, proper depth, existing verified by pumping) <br /> rnfg 2250 gallons none <br /> i Riser over out.et. riser over inlet or center, and 6"- inspection pipe over any remaining baffles. <br /> No „f,aent filter & alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1000 gallons <br /> dose pump 29 gpm 20 head VERIFY PUMP CURVE 5.4 m n Or 9 hr OFF <br /> r—, <br /> float setting drop 6.3 incnes at 25.0 gpi "DESIGNED" 4.2 inches approx float tether length <br /> 156.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected <br /> _ ABEL pump requirements and drawdown on riser or panel <br /> Cam lock reachable from grade - 30"max. J-hook weep hole. Supply Line access (no pard 90's) <br /> 2.0 inch suppiy pipe: Sch40, sloped 1/8'4, 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 /> r mou-c absorption area rougn up <br /> mo::7d .-oc'k:dimensions 10.0 X 50.0 <br /> Sanc lift depth 12 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min; <br /> Absorption Sand beyond rock 0.0 upslope 17.0 downslope <br /> Bermee topsoil beyond rockbed 7 upslope 12 sideslope 20 downslope <br /> r—: <br /> cover depth of 12-18"- VERIFY <br /> i f 3 laterals (1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe & fittings) <br /> 3.0 ft lateral spacing <br /> r—, <br /> 7/32 :non perforations <br /> r—' <br /> 't 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 /> 7-1 Abandon existing system - if necessary E--1Re-use existing tank certification <br /> mc,nitor,ng pian and type <br /> we . abaneenment form - if necessary <br />
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