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100 Bayside Trail - 06-117-23-22-0026
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Preliminary Septic Design
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Last modified
8/22/2023 5:25:07 PM
Creation date
8/9/2016 3:29:09 PM
Metadata
Fields
Template:
x Address Old
House Number
100
Street Name
Bayside
Street Type
Trail
Address
100 Bayside Tr
Document Type
Septic
PIN
0611723220026
Supplemental fields
ProcessedPID
Updated
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INSPECTOR CHECKLIST - mound <br /> �uu �aysioe i rait <br /> � �1! I.1. .�zh��cl,,: 20' to pressure tested sewer line �5 psi for 15 min) <br /> 50'to everything 100'to dispersat area with shaltow well <br /> I'ROPER i 1' i_1\f.ti ;rihack: 10'to everything <br /> Ruad,�cback: platted: 10' prop line. Metes � bounds: out of road easement, or outer ditch. <br /> 1.:�1:1-: Bl.l FF ;�chack: 20'for btuff. Lakes: GD_, RD_, NE _. Protected wetland _. <br /> f3uildinL seihuck:: 10' for everything, 20' for dispersal area. <br /> t1 1l 1 R I I\'I: under pre;sure;�10'to bed,tank Et sewer line. (etse sewer tine > 12" below► <br /> � Sewer line & baffte connection (no 90's, 3'between 45's, slope min 1" in 8', max 2" in 8'i <br /> (no depth req's, clean out every 100', Sch 40 pipe� <br /> � Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2000 gallons none <br /> Riser 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, insutated, proper depth, drainback� <br /> mfg t0p0 gallons <br /> � dose pump 29 gpm 17 head VERIFY PUMP CURVE 4.6 min ON 9 hr OFF <br /> � ftoat setting drop 5.3 inches at 25.0 gpi "DESIGNED" 3.7 inches approx float tether length <br /> 133.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam lock reachable from grade - 30" max. J•hook weep hole. Supply line 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 / control panel / etectrical connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 38.0 <br /> Sand lift depth 16 inches. (Jar test : 2" sand leaves < i i8" silt after 30 min} <br /> � Absorption Sand beyond rock 0.0 upstope 10.0 downslope <br /> � Bermed topsoil beyond rockbed 10 upslope t 2 sidestope 2u downstope <br /> cover depth of 12•18"� YERIFY <br /> 3 laterals �1-2'from edge of rock) <br /> 2.00 inch pipe size (Sch40 pipe & fittingsl <br /> 3.0 ft tateral spacing <br /> 8 1/4" inch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY <br /> ctean 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 /> well abandonment form - if necessary <br />
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