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, <br /> INSPECTOR CHECKLIST - mound <br /> 4/6�Augusta Street <br /> � w'ELL secbaclw: 20'to pressure tested sewer line (5 psi for 15 min► <br /> 50'to everything 100'to dispersal area with shallow wetl <br /> PROPF.R'I'Y I.INES ,r�back: 10'to everything <br /> Road se�back: platted: 10'prop line. Metes& bounds: out of road easement, or outer ditch. <br /> L.AKF. BLl�FF setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_. <br /> 13uilding setbacks: 10'for everything, 20'for dispenal area. <br /> WATER LINE undrr pressure sc 10'to bed,tank Et 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 depth req's, dean out every 10p', Sch 40 pipe) <br /> � Septic tank a�d risers (water tight, insutated, proper depth,existing verified by pumping) <br /> mfg 2250 galtons no�e <br /> Riser over outtet, riser over intet or center, and 6"+ inspection pipe over any remaining baffles. <br /> No effluent filter Ec alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, dreinback) <br /> mfg 1300 gallons <br /> � dose pump 36 gpm 16 head VERIFY PUMP CURVE 5.4 min oN 9 hr OFF <br /> � float setting drop 7.7 inches at 25.5 gpi "DESIGNED" 4.9 inches approx float tether length <br /> 195.0 gat dose 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 10.0 X 63.0 <br /> Sand lift depth 24 inches. (Jar test : 2"sand leaves� 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslo� 17.0 downslope <br /> � Bermed topsoil beyond rockbed 11 upslope 15 sideslope 30 downslope <br /> cover depth of 12•18"+ VERIFY <br /> 3 taterals (1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe&fittings) <br /> 3.0 ft tateral spacing <br /> 8 7/32 inch perforations <br /> 3.0 ft 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 /> Abandon existing system - if necessary �Re-use existing tank certification <br /> monitoring plan and type <br /> well abandonment form - if necessary <br />