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� INSPECTOR CHECKLIST - mound <br /> Lot 1, Blk.1, Graham HiIE, Orono <br /> � WELL setbacks: 20'to pressure tested sewer tine (5 psi for 15 min) <br /> 50'ta everything 100'to dispersal area with shallow welt <br /> PROPBRTY LINES setback: 10'to everything <br /> Road setbactc: auter ditch, or 33'from center of township road, or 65'from center of cnty road <br /> LAKE/BLUFF setback: 20'for bluff. Lalces: GD�, Rd_, NE_ Protected wetland <br /> Building setbacks: 10'for everything, 20'for dispersal area. <br /> WATER LINE under pressure se 1 Q'to bed,tank & sewer line. (else sewer line > 12"below) <br /> � Sewer 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 44 Q26b5 or F891} <br /> � Sepric tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 25Q0 gallons none <br /> Riser over outlet, riser over inlet, 6"+ inspection pipe over any remaining bafffes. <br /> tJo effluent filter& aEarm <br /> Dose tank nsers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1250 gallans <br /> � dose pump 47 �pm 13 head VERIFY PtJMP CURVE 4.1 min ON 9 hr OFF <br /> � float settirtg drop 9.6 inches <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam lock, weep hole, supply line access (no hard 90, pipes reachable from grade - 30") <br /> suppiy pipe sloped 1/8"+, supported by sch40 sleeve, and buried 6"+. <br /> splice box / control panel / electrical connections <br /> flow measurement: CT, fTM, time dosed, home water meter <br /> B mound rock dimensions 10 X 62.5 <br /> Sand lift depth 18 in�hes. (Jar test : 2"sartd leaves < 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslope 17.0 downslope <br /> � Bermed topsoil beyond rockbed 10 upslope 18 sidestope 30 downslope <br /> � cover depth of 12-18"+ VERIFY <br /> 3 laterats {1-2'from edge of rock) <br /> 2.00 inch pipe size <br /> 3.0 ft lateral spacing <br /> 8 1/4" inch perforations (smailer is ok) <br /> 3.0 ft perforation spacing <br /> Air inlet at end of taterals, and at top feed manifold. 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 certification <br /> monitoring plan and type <br /> well abandonment form if necessary <br />