Laserfiche WebLink
INSPECTOR CHECKLIST - mound <br /> 65U Ninehurst(.ourt <br /> � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shatlow well <br /> AROPERTY LtNES secback: 10'to everything <br /> Road setback: ptatted: 10'prop line. Metes£c bounds: out of road easement, or outer ditch. <br /> I.AKE/BLUFF setback: 20'for btuff. Lakes: GD_, RD_, NE_. Protected wetland_. <br /> Building setbacks: 10'for everything, 20'for dispersal area. <br /> WATER LINE under pressure se 10'to bed,tank 8 sewer tine. (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, clean out every 100', Sch 40 pipe) <br /> � Septic tank and risers (waqer 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 bafftes. <br /> No effWent filter 8 atdrm <br /> Dose tank risers and plping (water tight, insulated, proper depth, drainback) <br /> mfg 1300 gallons <br /> � dose pump 29 gpm 25 head VERIFY PUMP CURVE 5.8 min ON 9 hr OFF <br /> � float setting drop 6.4 inches at 25.5 gpi "DESiGNED" 4.3 inches approx float tether tength <br /> 169}0 gat dose divided by gpi "INSTALLED"� inches float drop(field corrected <br /> LABEI pump requir{ements and drawdown on riser or panel <br /> Cam lock reachable from grade-30"max. J-hook weep hole. Supply line access (no hard 90'sj <br /> 2.0 inch supply pipe:Sch40, stoped 1/8"+, supported by 4"sch40 steeve or compacted, and buried 6"+. <br /> sptice 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 50.0 <br /> Sand lift depth 2�_inches. (Jar test: 2"sand teaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond roKk 0.0 upstope 17.0 downslope <br /> � Bermed topsoil beyond rockbed 13 upslope 14 sideslope 23 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 f�fittings) <br /> 3.0 ft tateral spacing <br /> 8 7/32 inch pertorations <br /> 3.0 ft perforation spaqing <br /> Air inlet at end of lateratsr 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-af necessary �Re-use existing tank certification <br /> monitoring plan and type <br /> well abandonment form -lif necessary <br />