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2-27-20 Septic Design and Plans
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3250 Fox Street - 05-117-23-44-0012
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2-27-20 Septic Design and Plans
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Last modified
8/22/2023 5:22:47 PM
Creation date
10/6/2021 11:00:53 AM
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x Address Old
House Number
3250
Street Name
Fox
Street Type
Street
Address
3250 Fox St
Document Type
Septic
PIN
0511723440012
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Installer Summary <br />Zana gallon Septic tank (minimum) Tank options: none <br />:)wo urger LanK wiLn murLFpte comp/ LanKs <br />1250 gallon Dose tank (minimum) at 25.49 9 p i <br />29 GPM C 56 ft. of head, Pump required <br />8.6 linch swing on Demand float which translates to roughly 5.3 inches of float tether length <br />if time dosing is required -->7.6 minutes ON time & ®hours OFF time <br />21 inches from bottom of tank to "pump ON" float, or 12 inches to "timer ON" float <br />24 inches from bottom of tank to "Hi Level Alarm" or34 inches to "Hi level alarm" if time dosed <br />403 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />16 inch, or 1.3 ft. Sand Lift Mound <br />10.0 ft. wide by 50.0 ft. long Rock bed _ <br />3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. lateral spacing. <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter & alarm <br />3 clean out It valve box assemblies <br />27.0 ft.Total sand ABSORPTION width (minimum) <br />0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br />17.0 ft. Downslope (sand beyond rockbed, minimum) <br />Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br />4:1 upslope ratio 10 ft. upslope berm <br />ffi <br />sideslope 12 ft. sideslope berms <br />downslope 24 ft. downslope berm <br />4" inspection pipe <br />18" cover on top <br />Upslope berm10 j L. Downslope berm F24 <br />12" cover on sides <br />(6"" loamy cap 8c 6" topsoil) <br />1.3 Clean sand lift <br />__ _ 1.7 Depth to Limiting <br />r7T, ing Conditit n ---------------- <br />Absorption Width 27.0 ----------- <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. <br />Rock Bed: 17.0 yd3 or *1.4= 24 ton 6 inches under pipe <br />Mound Sand: 160 yd3 or *1.4= 225 ton calculation based on 3:114:1 slope from top of rockbe <br />Loamy Cap: 63 yd or *1.4= 88 ton 6" deep <br />Topsoil: 73 yd3 or *1.4= 102 ton 6" deep <br />INSPECTOR CHECKLIST - mound <br />.iz5u Fox Street <br />WELL setbacks: 20' to pressure tested sewer line (5 psi for 15 min) <br />50' to everything 100° to dispersal area with shallow well <br />
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