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09-26-2018 Septic Design
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09-26-2018 Septic Design
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Last modified
8/22/2023 4:24:04 PM
Creation date
8/16/2022 2:18:04 PM
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x Address Old
House Number
1175
Street Name
Homestead
Street Type
Trail
Address
1175 Homestead Trail
Document Type
Septic
PIN
2811823320017
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Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />dvx urger LdnK wnn rnuuipse comp/ CanKS <br />1300 gallon Dose tank (minimum) at 25.49 gpi <br />29 GPM C 24 ft. of head, Pump required <br />K <br />6.8 linch swing on Demand float which translates to roughly 4.4 inches of float tether length <br />if time dosing is required —F 6 minutes ON time Ft ®hours OFF time <br />19 inches from bottom of tank to "pump ON" float, or F12 I 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 />=ft. of F 2.01 inch supply line with end feed manifold connection <br />(Tip: "top feed" manifold to control drainback) <br />14 inch, or 1.2 ft. Sand Lift Mound <br />10.0 ft, wide by 25.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 23.0 ft. long 3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />Effluent filter ft alarm <br />NoEJm <br />3 clean out ft 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 ratioF--0 ft. upslope berm <br />ffi <br />sideslope 13 ft. sideslope berms <br />downslope 1 2$ Ift. downslope berm <br />4" inspection pipe <br />18" cpver r on top <br />berm � _ l � _ <br />1.2 11 Clean sand lift <br />Downslooe berm 28 <br />12" cover on sides <br />(6" loamy cap &6" topsoil) <br />Depth to Limiting <br />TLimiting Condition _ _—_—__---_ <br />Absorption Width z7.o ----_— _— <br />Note: <br />For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. <br />For slopes >1%, Ahs-orption Width is measured downhill from the upslope edge of the Bets! <br />Rock Bed: 18.0 yd or *1.4= 26 ton 6 inches under pipe <br />Mound Sand: 307 yd3 or *1.4= 430 ton calculation based on 3:1 /4:1 slope from top of rockbe <br />Loamy Cap: 15 yd or *1.4= 21 ton 6" deep <br />Topsoil: 117 yd or *1.4= 164 ton 6" deep <br />
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