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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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I <br />si <br />Treatment zone contains®inches of 0% soil credit, andF—o inches of 50% soil credit. Giving a: <br />18 inch, or F 1.5 1ft. Sand Lift Mound CRffKAL FOR FUTURE CE1MFICATtOHS11! <br />20.0 ft.Totat AB50RPTION width (with sand beyond rockbed as follows:) <br />0.0 ft. upslope and sideslope <br />10.0 ft. Downslope <br />Individual slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 9 ft. upstope berm <br />4:1 sideslope 1 19 Ift. sideslope berms <br />4:1 downslope 36 ft. downslope berm <br />Overalt Dimensions: 10.0 ft. wide by 50.0 ft. long Rock bed <br />55 ft. wide by 88 ft. long Mound footprint <br />4" inspection pipe <br />18" cover on top <br />berm 0 J 1� 11 DownsloDe berm 36 <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />1.5 FI Clean sand lift <br />1.5depth to Limiting i <br />Limiting Condition Absorption Width— 20.0 ------ ----------- <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Wldth is measured downhill from the upslope edge of the Bed. <br />Rock Bed: <br />10.0 ft. by 50.0 ft. by ©inches under pipe, plus 20% gives F7 yd' or'1.4= 24 ton <br />Mound Sand: (note: volume is based on 3:1/4-1 slope from top of rockbed, Exchange sand for loamy cap if desired) <br />25.0 up + 156.0 downslope + 20.3 ends + F3-8.9--1 under rock = 288 yd' or "1.4= DKIton <br />plus 20% <br />Loamy Cap: <br />51 ft. by ®ft. 6" deep, plus 20% gives ®Yd' or'1A- 134 ton <br />Topsoil: <br />55 ft. by 88 ft. 6" deep, plus 20% gives 108 yd' or "i.4 =ton <br />I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. <br />Ende Septic Service C9206 11/1/2017 <br />Designer Signature Company License# Date <br />Installer Summary <br />2500 gallon Septic tank (minimum) Tank options: Effluent filter Et alarm req'd <br />1250 gallon Dose tank (minimum) at 24.00 gpi <br />3GPM @ 20 ft, of head, Pump required <br />8 <br />6.7 1 inch swing nn rk-manrl flnnt which translates to rruiohly AA inrhp< of float tathar l—nth <br />
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