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07-22-2019 Septic Design
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07-22-2019 Septic Design
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Last modified
8/22/2023 4:07:28 PM
Creation date
10/1/2021 1:29:50 PM
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x Address Old
House Number
387
Street Name
Orono Orchard
Street Type
Road
Street Direction
South
Address
387 Orono Orchard Rd S
Document Type
Septic
PIN
0211723230011
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Updated
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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />uwo Barger tank cairn rnuLupte compI tanns <br />1250 gallon Dose tank (minimum) at 25.49 gpi <br />EGPM 22 ft. of head, Pump required <br />inch swing on Demand float which translates to roughly 4.7 inches of float tether length <br />5 <br />if time dosing is required> 5.2 minutes ON time Et hours OFF time <br />19 inches from bottom of tank to "pump ON" float, or 12 inches to "timer ON" float <br />22 inches from bottom of tank to "Hi Level Alarm" or 32 inches to "Hi level alarm" if time dosed <br />270 ft. of 2.0 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />24 inch, or 2.0 ft. Sand Lift Mound <br />10.0 ft. wide by 63.0 ft. long Rock bed <br />3 Laterals 2.00 inch diameter 61.0 ft. long =ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter Ft alarm <br />3 clean out Et 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 />3:1 sideslope 1 17 Ift. sideslope berms <br />3:1 downslope 1 30 ft. downslope berm <br />berm 10 <br />� 2,0 <br />1.0 <br />Limiting Condition — <br />4" inspection pipe <br />r— 18" cover on top <br />12" cover on sides <br />(6" loamy cap & 6" topsoil) <br />Clean sand Oft <br />Depth to Limiting <br />Absorption Width <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Ahsorptrorr Width is measured downhill from the upslope edge of the Bed, <br />Rock Bed: 21.0 yd or*1.4= 29 ton <br />Mound Sand: 340 yd3 or*1.4= 476 ton <br />Loamy cap: 96 yd or *1.4= 134 ton <br />Topsoil: 108 yd or *1.4= 151 ton <br />inches under pipe <br />calculation based on 3:1/4:1 slope from top of rockbe, <br />6" deep <br />6" deep <br />
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