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2017-00341 - septic
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780 Lakeview Parkway - 06-117-23-43-0021
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2017-00341 - septic
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Last modified
8/22/2023 5:29:12 PM
Creation date
5/4/2017 10:55:51 AM
Metadata
Fields
Template:
x Address Old
House Number
780
Street Name
Lakeview
Street Type
Parkway
Address
780 Lakeview Pkwy
Document Type
Septic
PIN
0611723430021
Supplemental fields
ProcessedPID
Updated
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INSPECTOR CHECKLIST - mound <br /> /2SU Lakeview NarKway <br /> � N=ELi. setbaci:s: 20'to pressure tested sewer tine (5 psi for 15 min) <br /> 50'to everything 100'to dispersai area with shallow well <br /> PROP['_RTY I.1'�ES s�cback: 10'to everything <br /> Road secback: platted: 10'prop line. Metes&bounds: out of road easement,or outer ditch. <br /> LAKE�BL,t:FF secback: 20'for bluff. Lakes: GD_, RD_, NE T. Protected wetland_. <br /> Building setbacks: 10'for everything, 20'for dispersat area. <br /> WA"1"ER L(NE under pressure se 10'to bed,tank&sewer line. (else sewer line > 12"betow) <br /> � Sewer line 8 baffle connection (no 90's, 3'between 45's, siope min 1"in 8', max Z"in 8') <br /> (no depth req's, ctean out every 100', Sch 40 pipe► <br /> � Septic tank and risers (water tight, insulated, proper depth,existing verified by pumping) <br /> mfg 2250 gatlons none <br /> Riser over outtet, riser over intet or center, and 6"+inspection pipe over any remaining baffles. <br /> No effluent filter ft atarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> R►f8 1300 gattons <br /> � dose pump 36 gpm 19 head VERIFY PUMP CURVE 5.6 min ON 9 hr OFF <br /> � ftoat setting drop 7.9 inches at 25.5 gpi "DESIGNED" 5.0 inches approx float tether length <br /> 202.0 gat dose divided by gpi "INSTALLED"= inches ftoat drop(field corrected <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam tock reachabte from grade- 30"max. J-hook weep hole. Supply tine access ino hard 90's) <br /> 2.0 inch suppty pipe: Sch40, stoped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. <br /> sptice box /control panel 1 etectricat connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.Q X 63.0 <br /> Sand lift depth t4 inches. (Jar test : 2"sand leaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upstope 17.0 downstope <br /> � Bermed topsoil beyond rockbed 9 upstope 13 sideslope 21 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 taterals (1-2'from edge of rock) <br /> 2.04 inth pipe size (Sch40 pipe Ft fittings) <br /> 3.0 ft tateral spacing <br /> 8 7/32 inch perForations <br /> 3.0 ft perfaration spacing <br /> Air inlet at end of[aterals, and at top feed manifold if necessary. VERIFY <br /> ctean outs (no hard 90's) <br /> 4"inspection pipe to battom 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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