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� � <br /> INSPECTOR CHECKLIST - mound k ���� ���� <br /> 41LU(.hppewa Lane, Urono �, , �..� <br /> � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <�aE,��' <br /> 50'to everything 100'to dispersal area with shallow wetl 4� <br /> PROPERTY LINES setback: 10'to everything ��" <br /> Road setback: outer ditch, or 33'from center of township road, or 65'from center of cnty road <br /> LAKE/BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE Protected wettand_. <br /> Building setbacks: 10'for everything, 20'for dispersal area. <br /> WATER L1NE under pressure se 10'to bed,tank�t sewer line. (else sewer line> 12" below) <br /> � Sewer line Et 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 every 100', Sch 40 D2665 or F891) <br /> � Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2500 �allons none <br /> Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br /> yes effluent filter 8 alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mf� 1500 gallons <br /> � dose pump 36 gpm 15 head VERIFY PUMP CURVE 4.4 min ON 7.2 hr OFF <br /> � float setting drop 4.3 inches at 36.8 gpi "DESIGNED" 3.2 inches approx float tether length <br /> 157.0 gat dose divided by gpi "INSTALLED" = inches float drop (field corrected <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam tock reachable from grade - 30" max. J-hook weep hole. Supply line access (no hard 90's) <br /> supply pipe sloped 1/8"+, supported by sch40 sleeve, 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 10.0 X 63.0 <br /> Sand lift depth 12 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslope 14.0 downslope <br /> � Bermed topsoit beyond rockbed 9 upslope 15 sideslope 22 downstope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals (1-2'from edge of rock) <br /> 2.00 inch pipe size <br /> 3.0 ft lateral spacing <br /> 8 7/32 inch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterats, and at top feed manifold if necessary. VERIFY <br /> ctean outs (no 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 />