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11-15-2019 Septic Design
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1140 Wyndmere Road - 26-118-23-41-0014
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11-15-2019 Septic Design
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Last modified
8/22/2023 4:18:48 PM
Creation date
9/29/2021 9:14:20 AM
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x Address Old
House Number
1140
Street Name
Wyndmere
Street Type
Road
Address
1140 Wyndmere Road
Document Type
Septic
PIN
2611823410014
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Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br />mfg 2500 gallons Effluent filter ft alarm req'd <br />Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br />No effluent filter Et alarm <br />Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br />mfg 1250 gallons <br />El dose pump 38 gpm 20 head VERIFY PUMP CURVE 4.2 min ON 9 hr OFF <br />float setting drop 6.7 inches at 24.0 gpi "DESIGNED" 4.4 inches approx float tether length <br />160.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected <br />LABEL. pump requirements and drawdown on riser or panet <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 / 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 50.0 <br />Sand lift depth 18 inches. (Jar test : 2" sand leaves < 1/8- silt after 30 min) <br />ElAbsorption Sand beyond rock 0.0 upslope 10.0 downslope <br />El Bermed topsoil beyond rockbed 9 upslope 19 sideslope 36 downslope <br />cover depth of 12-18"+ VERIFY <br />3 laterals (1-2' from edge of rock) <br />2.00 inch pipe size (Sch40 pipe & fittings) <br />3.0 ft lateral spacing <br />B 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 />clean outs (no hard 99s) <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 />Soil Observation Log <br />www.5epticResource_com vers 12.4 <br />Owner Information <br />Property Owner/ project: David Gange Date 11/1/2017 <br />Property Address / PID: 1140 Wyndmere Rd. <br />Soil Survey Information refer to attached soil survey <br />Parent matl's: 0 Till ❑ Outwash ❑ tacustnne ❑ Alluvium ❑ Organic ❑ Bedrock <br />landscape position: ❑ summit ❑ Shoulder ❑ Side slope ❑ Toe slope <br />
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