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Cristofori Circle
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50 Cristofori Circle - 31-118-23-44-0004
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Last modified
8/22/2023 4:33:03 PM
Creation date
5/24/2016 11:14:18 AM
Metadata
Fields
Template:
x Address Old
House Number
50
Street Name
Cristofori
Street Type
Circle
Address
50 Cristofori Circle
Document Type
Septic
PIN
3111823440004
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INSPECTOR CHECKLIST - mound <br /> 50 Cristofori Circle <br /> � WELL se�backs: 20'to pressure kested sewer line (5 psi for t5 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> PROPERT'Y LINES secback: 10'to everything <br /> Road setbeck: outer ditch,or 33'from center of township road,or 65'from center of cnty road <br /> LAKE i BLUFP saback: 2fl'for bluff. Lakes:GD_,RD_,NE_. Protected wettand_. <br /> Buiiding sec6acks: 10'for everything, 20'for dispersal area. <br /> WATER I.iNE under pressure se 10'to bed,tank&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, clean out every 100', Sch 40 D2665 or F891} <br /> � Septic tank and risers (water tigh[,insutated,proper depth,existing verified by pumping) <br /> mfg 2500 gallons none <br /> Riser over outlet, riser over inlet, 6"+inspection pipe over any remaining bafftes. <br /> No efftuent filter 8 alarm <br /> Dose tank risers and piping (water tight,i�sutated,proper depth,drainback} <br /> mfg 1250 gallons <br /> � dose pump 47 gpm 24 head VERIFY Pt1MP CURVE 4.2 min ON 9 hr OFF <br /> � ftoat setting drop 9.9 inches <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam lock, weep hole, supply line access (no hard 90,pipes reachabte from grade-30") <br /> supply pipe sloped 1/8"+, supported by sch4Q sleeve, and buried 6"+. <br /> splice box/control panel/electrical connecttons <br /> flow measurement:CT,ETM,time dosed,home water meter <br /> B mound rock dimensions 10 X 62.5 <br /> Sand lift depth 24 inches. (Jar test:2"sand leaves<1 J8"silt after 30 min) <br /> � Absorption Sand beyond rock O.Q upslope 17.0 downslope <br /> � 8ermed topsoit beyond rockbed 12 upstope 15 sideslope 23 downslope <br /> � cover depth of 12•18"+ VERIFY <br /> 3 laterals (1-2'from edge of rock) <br /> 2.00 inch pipe size <br /> 3.0 ft lateralspacing <br /> 8 1/4" inch perforations (smaller is ok} <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterats, and at top feed manifold. VERIFY <br /> dean outs (no hard 90's) <br /> 4"inspection pipe to bottom of rock,anchored VERIFY <br /> Abandon existing system if necessary C7Re•use existing tank certification <br /> monitoring plan and type <br /> wett abandonment Form if necessary <br /> i <br /> I <br /> i <br /> � <br /> � ' <br /> i <br /> i <br /> i <br />
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