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INSPECTOR CHECKLIST - mound <br /> 11�U i'lne Vlew Urne <br /> � WELL setbacl:s: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everythin� 100'to dispersat area with shaltow welt <br /> PROPERTY LINES setback: 10'to everything <br /> Road setback: platted: 10'prop line. Metes &bounds: out of road easement, or outer ditch. <br /> LAKE/BLtiFF secback: 20'for bluff. Lakes: GD_, RD_, NE Protected wettand_. <br /> Auilding setbacks: 10'for everything, 20'for dispersal area. <br /> WATER LINE under pressure se 10'to bed,tank 8 sewer line. (else sewer line> 12"below} <br /> � Sewer line�t baffle connection (no 90's, 3'between 45's, slope min 1'in 8', max 2"i�8') <br /> (no depth req's, ctean out every 100', Sch 40 pipe) <br /> � Septic tank and risers (water tight, insulated, proper depth, existing verified by pumpin�) <br /> mfg 2250 gallons none <br /> Rise�over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. <br /> No effluent filter&alarm <br /> Dose tank risers and piping {water tight, insulated, proper depth, drainback) <br /> mfg 1300 gallons <br /> � dose pump 38 gpm 19 head VERIFY PUMP CURVE 5.3 min ON 9 hr OFF <br /> � float setting drop 7.8 inthes at 25.5 gpi "DESIGNED" 4.9 inches approx float tether length <br /> 200.0 gal dose divided by gpi "INSTALLEO"= inches float drop (field corrected <br /> LABfL pump requirements and drawdown on riser or panet <br /> Cam lock reachable from grade- 30"max. J-hook weep hote. Suppty tine 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 / controt panel/ electrical connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensi�ns 10.0 X 31.3 <br /> Sand lift depth 20 inches. (Jar test: 2"sand leaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upstope 10.0 downslope <br /> � Bermed topsoil beyond rockbed 0 upslope 12 sideslope 20 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals {1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe&fittings) <br /> 3.0 ft lateral spacing <br /> 8 7/32 inch perforations <br /> 3.0 ft perforatlon spacing <br /> Air inlet at end of taterals, and at top feed manifold if necessary. VERIFY <br /> clean outs (no hard 90's) <br /> 4'inspection pipe to bottom of rock, anchnred VERIFY <br /> Abandon existing system -if necessary �Re-use existing tank certification <br /> monitorfng plan and type <br /> well abandonment form •if necessary <br />