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INSPECTC}R CH�CKLtST - mound <br /> 4JU5 Augusta Street <br /> � WELL setbacks: 20'to pressure tested sewer[ine (5 psi for 15 mi€�) <br /> 50'to everything 100'to disper�al area with shaltaw well <br /> PKOPI:RTY LtNFS setback: 10'to everythin� <br /> Road setbacl:: platted: 10'prop line. Metes&taounds: out of road easement, or outer ditch. <br /> L.AKE%RLU'E F setbaek: 20'far bluff. Lakes;GD„_, RD_, NE T Protected wetland `. <br /> Buitding setbaci;s= 1C?'far everything, 20'far dispersaC area. <br /> �Vr1'T`GR LI��u���ier pressure se 10'ta bed,tank ft sewer line. (else sewer line} 12"tselaw) <br /> � Sewer tine£t baffte connection (no 9�'s, 3'between 45's, slape min 1"in 8', max 2"in 8') <br /> (no depth req"s, c{ean out every 1(10', Sch 40 pipe) <br /> � Septic tank and risers (water tight, insu[ated, proper depth, existing verified by pumping) <br /> ��� 2250 gallons none <br /> Riser over outlet, riser over inlet or center, and b"+ins�ction pipe over any remaining bafftes. <br /> No effluent fitter&alarm <br /> Dose tank risers and pipir►g (water tighta insutated, proper depth, drainback} <br /> mfg 1300 gal[ons <br /> � dose pump 36 gpin 15 head VERIFY PUMP CURVE 5.4 min ON 9 hr OFF <br /> � fEoat setting drap 7.b inches at 25.5 gpi "OESIGNEC3" 4.8 ir�ehes approx ftoat tether length <br /> 194.0 gaE dose divided by gpf "1NSTAL�EO"= inches float drop (field corrected <br /> LA6EL pump requirements and drawdown an riser or panel <br /> Cam tock reachable from grade-30"max. .E-hook weep hoie. SupRty tine access (na hard 4�'s) <br /> 2.0 inch supply pipe: Sch40, sloped 1!S"+, supported by 4"sch40 steeve or compacted, and buried 6"'+. <br /> splice bc�x I eantrot panel 1 etectricat tonnections <br /> fEow measuremenf. CT, ETM, time dosed, home water meter <br /> maund absorption area rough up <br /> mound rock dimensions 10.Q X 62.5 <br /> Sand lift depth 18 inches. (Jar test: 2"sand teaves< 1/8"silt after 3f1 min) <br />� Absorption Sand beyond rock 0,0 upstope 10.0 ciowrnslope <br />� Bermed tapsoit beyond rockbed 10 upsiope 14 sideslope 27 downslape <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals {1-2°from edge of rock) <br /> 2.00 inth pipe size (Sch40 pipe�x fittings) <br /> 3.Q ft taterat spacing <br /> 8 7132 inch perforations <br /> 3.0 ft perfaration spacir}g <br /> Air intet at end of laterats, and at top feed manifotd if necessary. YERIFY <br /> ctean outs {no hard 9�'s► <br /> 4"inspection pipe to battom of rock, arrthored VERIFY <br /> Abandon existing system - if necessary �Re-use existing tank certifitation <br /> monitoring ptan and type <br /> well abandonment form - if necessary <br />