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2015-00626 - Septic
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801 Ferndale Road North - 36-118-23-11-0027
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2015-00626 - Septic
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Last modified
8/22/2023 5:00:44 PM
Creation date
9/7/2016 1:35:44 PM
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x Address Old
House Number
801
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
801 Ferndale Road North
Document Type
Septic
PIN
3611823110027
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INSPECTOR CHECKLI57 - Pressure bed <br /> 801 Ferndate Rd.N.,Orono <br /> � WELL setbacks: 20'to pressure tested sewer line (5 Asi for 15 min) <br /> 50'to everything 100'to dispenat area with shaltow well <br /> PROPERTY LINES saback: 10'to every[hing <br /> Road secback: outer ditch,or 33'from center of township road,or 65'from center of cnty road <br /> LAKE/BLUFF setback: 24'for bluff. Lakes:GD�,RD_,NE_. Protected wetland; <br /> Building sabacks: 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 tine&baffle connection (no 90's, 3'between 45's,min slope 1'in 8',max 2'in 8') <br /> (no depth req's, dean out every 100', Sch 40 D2665 or F891) <br /> � Septic tank and risers (water tight,insulated,proper dep[h,existing verified by pumping� <br /> mfg 2500 gallons none <br /> � Riser over outlet, riser over inlet, 6"+inspection pipe over any remaining baffles. <br /> � No effluent filter 8 alarm <br /> � Dose tank risers and piping (water tight,insulated,proper depth,drainback) <br /> mfg 1500 galtons <br /> � dose pump 64 gpm 30 head VERIFY PUMP CURVE 3.1 min ON 9 hr OFF <br /> � ftoat setting drop 16.8 inches <br /> LABEL pump requirements and drawdown on riser or panel <br /> � Cam lock, weep hole, supply line access {no hard 90,pipes reachable from grade-30") <br /> � supply pipe sloped t/8"+, wppor[ed by sch40 sleeve, and buried 6"+. <br /> 8 splice box/controt panel/electrical connections <br /> flow measurement:CT,ETM,time dosed,home water meter <br /> � Beddimensions 13 X ti5.4 <br /> � Rock depth below pipe 12 inches <br /> � Rock bottom elevation 30.0 inches from Grade to bottom of rock(max) <br /> � cover depth of 12"+ VERIFY <br /> 8 taterals (1-2'from edge of rock) <br /> 1.25 inth pipe size <br /> 3.0 ft lateralspacing <br /> � 3/16 fnch perforations (smaller is ok) <br /> � 3.0 ft perforation spacing <br /> Air inlet at end of tate�als, and at top feed manifold. VERIFY <br /> clean outs (deep bed 2'of head) (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[ype <br /> well abandonment form if necessary <br />
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