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INSPECTOR CHECKLIST - mound <br /> Jacob Mill Road Orono MN 55364 <br /> � WELL s�tbacics: 20'to pressure test�d se�ver line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shattow well <br /> PROPERTY LINES setback: 10'to everythin� <br /> Road setback: outer ditch, or 33'from center ofi township road, or 65'from center of cnty road <br /> LAKE J BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE Protected wettand_. <br /> Buiiding setbacks: 90'for everything, 2Q'for dispersat area. <br /> WAT'ER LINE under pressure se 10'to bed,tank�sewer tine. (else sewer line> 12"below) <br /> � Sewer line Et baffle.conn.ection (no 90's, 3'behnreen�5's, stope min ]"in 8', max 2"in 8') <br /> (no depth req's, clean out every 100', Sch 40 D2665 or F891) <br /> � Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2000 gallons Multiple tanks or compartment req'd <br /> Riser over outlet, riser over ir�{efi, 6"+inspection pipe over ar�y rert�ainit�g ba�fles. <br /> No effluent fitter 8 alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 9000 gallons <br /> � dose pump 38 gpm 15 head VERIFY PUMP CURVE 4.1 min ON 9 hr OFF <br /> � ftoat se�tiflg d�op 6.2 inches <br /> LABEL pump requirements and drawdown on riser or panel <br /> �ar� to6k, w��p hQt�, su�ply tine ac��ss (no hard 9q, pipQs r�achable fr4m grade- 30") <br /> suppiy pipe s[oped 9/8"+, supported by sch40 s[eeve, and buried 6"+. <br /> splice box / control panet/etectricat connections <br /> ftow measurement; CT, FfM, time dose.d,ho.me water me�er <br /> 8 mound rock dimensions 10 X 50.0 <br /> Sand lift depth 24 inches. (Jar test : 2"sand leaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br /> � Sermed topsoi!beyond rackbed 13 upslope 18 sideslope 24 dovmslope <br /> � cover depth of 12-18"+ VERIFY <br /> 3 laterals (1-2'from ed�e of rock) <br /> 2.QQ inch pipe size <br /> 3.0 ft laterat spacing <br /> 8 1/4" inch perforations (smaller is ok) <br /> 3.0 €t pertora�ion spacing <br /> Air intet�t end of lateral�, 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 /> w�.lt abandonment form if n�c�ssary <br />