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septic info-including design for general purposes only
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1150 Pine View Drive - 28-118-23-42-0009
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septic info-including design for general purposes only
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Last modified
8/22/2023 4:25:42 PM
Creation date
7/9/2018 11:05:54 AM
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Template:
x Address Old
House Number
1150
Street Name
Pine View
Street Type
Drive
Address
1150 Pine View Dr
Document Type
Septic
PIN
2811823420012
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INSPECTOR CHECKLIST - mound <br /> 11 SU Ninve View Unve <br /> � WEI.L secbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> PROPER'TY Li'.�TES setback: 10'to everything <br /> Road setback: platted: 10'prop li�e. Metes ft bounds:out of road easement, or outer ditch. <br /> LAK�:!BLLFI' setback: 20'for bluff. Lakes:GD,_, RD_, NE Protected wettand_. <br /> Building setbacks: 10'for everything, 20'for dispersal area. <br /> WATF.R LI1VE under pressure se 10'to bed,tank Ft sewer line. (else sewer line> 12"below) <br /> � Sewer line 8 bafflie connection (no 90's, 3'between 45's, stope min 1"in 8', max 2"in 8') <br /> (no depth req's, clean out every 100', Sch 40 pipe) <br /> � Septic tank and risers (water tiqht, insutafied� proper depth, existing verified by pumping) <br /> mfg 2250 gallons none <br /> Riser over outtet, riser over intet or center, and 6'+inspection pipe over any remaining baffles. <br /> No effluent filter tt alarm <br /> Dose tank risers and piping �water tight, insulated, proper depth, drainback) <br /> mfQ 7 300 gattons <br /> � dose pump 38 gpm 19 head VERIFY PUMP CURVE 5.3 min ON 9 hr OFF <br /> � float setting drop 7.8 inches at 25.5 gpi `DESIGNED" 4.9 inches approx float tether length <br /> 200.0 gal dose divided by gpi "INSTALLED"= inches float drop(field corrected <br /> LABEL pump requirements and drawdown on rtser or panel <br /> Cam lock reachabte from grade• 30"max. J-hook weep hole. Supply tine access (no hard 90's) <br /> 2.0 inch supply pipe: Sch40, stoped 1/8`+, supported by 4"sch40 sleeve or compacted, and buried 6"+. <br /> splice box/ control panel /electrical connections <br /> flow measurement� CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 31.3 <br /> Sand tift depth 14 inches. (Jar test: 2"sand leaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upslope 10.0 downslope <br /> � Bermed topsoil beyond rockbed 11 upslope 12 s9deslope 12 downslope <br /> cover depth of 12-18"+ VERIFY <br /> 3 taterais {f-2'from edge of rock) <br /> 2.00 inch pfpe size (Sch40 pipe&fittings) <br /> 3.0 ft taterat spacing <br /> 8 7/32 inch perforations <br /> 3.0 ft perfarat�on spacing <br /> Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY <br /> clean outs (no har'�90's) <br /> 4"inspection pipe tn bottom of rock, anchored VERIFY <br /> Abandon existing system- if necessary �Re-use existing tank certification <br /> monitoring plan and type <br /> well abandonment fortn - if necessary <br />
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