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12-20-2020 Septic Design
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455 North Arm Drive - 06-117-23-31-0018
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12-20-2020 Septic Design
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Last modified
8/22/2023 5:26:25 PM
Creation date
10/27/2021 2:22:44 PM
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x Address Old
House Number
455
Street Name
North Arm
Street Type
Drive
Address
455 North Arm Dr
Document Type
Septic
PIN
0611723310018
Supplemental fields
ProcessedPID
Updated
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u <br />Installer Summary <br />2250 gallon Septic tank (minimum) Tank options: none <br />zw7o urger eanx wren murupte carnp/eanKS <br />1000 gallon Dose tank (minimum) at 25.00 gpi <br />29 JGPM C 28 ft. of head, Pump required <br />6.6 inch swing on Demand float which translates to roughly 4.3 inches of float tether length <br />if time dosing is required --> 5.7 minutes ON time Ft ®hours OFF time <br />inches from bottom of tank to "pump ON'" flaat, or 12 inches to "timer ON" float <br />H2Uinches from bottom of tank to "Hi Level Alarm" or 32 inches to "Hi levet alarm" if time dosed d <br />80 ft. of 2,0 inch supply Eine 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 50.0 ft. long Rock bed <br />3 laterals 2.00 inch diameter 48.0 ft. long3.0 ft. lateral spacing <br />7/32 inch perfs 3.0 ft. perforation spacing <br />No Effluent filter €t alarm <br />3 clean out a 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 11 ft. upslope berm <br />3:1 sideslope 1 16 Ift. sideslope berms <br />3:1 downslope 1 24 ft. downslope berm <br />berm = <br />2.0 <br />_ <br />Lim _ <br />iting Condition <br />4" inspection pipe <br />(— 18" cover on top <br />berm 24 <br />12" cover on sides <br />(6" loamy cap 8c 6'" topsoil) <br />Clean sand lift <br />Depth to L-irniting—z <br />Absorption Width 27.0 —"--- �-- �— —�4 <br />A <br />Nate: <br />For 0 to 1% slopes, Absorption Wldth is measured from the Bedequally in moth directions. <br />For slopes >1 %, Ahsorption ,WYdth 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: 261 yd or *1.4= 365 ton calculation based on 3:114:1 slope from top of rockbe <br />Loamy Cap: 72 yd3 or *1.4= 101 ton 6" deep <br />Topsoil: 82 yd or *1.4= 115 ton 6" deep <br />INSPECTOR CHECKLIST - mound <br />455 Nortn Arm [)rive <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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