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! <br /> INSPECTOR CHECKLIST - mound <br /> /tiU Lakev�ew Narkway <br /> � WELL setbacl:s: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 10d'to dispe�sal area with shallow well <br /> PROPERTY LINES secback: 10'to everything <br /> Road setback: platted: 10'prop line. Metes£c bounds: out of road easement, or outer ditch. <br /> LAKE/BLIiFF se�back: 20'for btuff. Lakes: GD_, RD_, NE Protected wetland <br /> Building setbacks: 70'for everything, 20'for dispersai area. <br /> WATER LINE under pressure se 10'to bed,tank£t sewer line. (else sewer iine � 12"betow) <br /> � Sewe�line Ft 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 pipe) <br /> � Septic tank and risers {water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2250 gatlons none <br /> Riser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. <br /> No effluent filter Ft alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1300 �atlons <br /> � dose pump 36 gpm 19 head VERIFY PUMP CURVE 5.b min ON 9 hr OFF <br /> � float setting drop 7.9 inches at 25.5 gpi "DESIGNED" 5.0 inches approx float tether length <br /> 202.0 gat dose divided by gpi "INSTALLED"= inches float drop(field correctetl <br /> LABEL pump requirements and drawdawn on riser or panel <br /> 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, stoped 1/8"+, supparted by 4"sch40 sleeve or compacted, and buried 6"+. <br /> splice box/ controt pane[! electricat eonnectfons <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 tift depth 14 inches. (Jar test: 2"sand leaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslope 17.0 downslope <br /> � Bermed topwil beyond rockbed 9 upslope 13 sideslope 21 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterats (1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe Ft fittings) <br /> 3A ft tateral spacing <br /> 8 7/32 inch perforations <br /> 3.0 ft perfaration spating <br /> Air intet at end of laterals, and at top feed manifotd if necessary, VERIFY <br /> clean 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 certifitation <br /> monitoring ptan and type <br /> wetl abandonment form - if necessary <br />