Laserfiche WebLink
1. <br />A.Design Flow:Gallons Per Day (GPD) <br />B.Septic Tanks: <br />Tanks or Compartments <br />Tanks or Compartments <br />Alarm: <br />C.Holding Tanks Only: <br />Gallons, in Tanks <br />Gallons, in Tanks <br />D.Pump Tank 1 Capacity (Code Minimum): Gallons Pump Tank 2 Capacity (Code Minimum): <br />Pump Tank 1 Capacity (Designer Rec): Gallons Pump Tank 2 Capacity (Designer Rec): <br />Pump 1 GPM ft Pump 2 GPM ft <br />2.00 in Dose Volume: gal in Dose Volume:gal <br />2. SYSTEM TYPE <br /> <br />Benchmark Elevation: ft <br />Benchmark Location: <br />Type of Distribution Media: <br />3. SITE EVALUATION: <br />A.Depth to Limiting Layer: in 2.1 ft B.Measured Land Slope %: % <br />C.Elevation of Limiting Layer:D.Soil Texture: <br />E.F. Soil Hyd. Loading Rate:GPD/ft2 <br />G.Minimum Required Separation:in 3.0 ft H.Perc Rate:MPI <br />I.in Comments: <br />4. <br />ft2 in ft <br />ft in <br />Contour Loading Rate ft Designer's Max Trench Depth in <br />ft2 in in <br />ft ft in <br />Loam <br />Bed Width <br />94.6 <br />Code Maximum Trench Depth <br />36 <br />Code Maximum Depth of System: <br />Marked stake at elec. Pole <br />Sidewall Depth <br />Loc. of Restricive Elevation:0.78 <br />9.0 <br />Trench WidthDispersal Area <br />Number of Trenches <br />100.00 <br />Trench Design Summary <br />85.0 <br />29.0 <br />25 <br />Total Head <br />System Type <br /> 18.1 <br />Supply Pipe Dia. Supply Pipe Dia. <br />Total Head <br />Gallons <br />Absorption Area <br />Mound <br />DESIGN SUMMARY <br />Depth of sidewall Code Maximum Bed Depth <br />Bed Length Designer's Max Bed Depth <br />Gallons, in <br />Gallons, in <br />Project ID: <br />Note: The estimated design flow is considered a peak flow rate <br />including a safety factor. For long term performance, the average <br />daily flow is recommended to be < 60% of this value. <br />Site Address: <br />500Minimum Code Required Septic Tank Capacity: <br />757 <br />Minimum Code Required Capacity: <br />757 <br />Effluent Screen: <br />4780 N Arm Drive Orono, MN <br />OSTP Design Summary Worksheet <br />DESIGN FLOW AND TANKS <br />Property Owner/Client: <br />1 <br />450 <br />Ellen Forcier v 07.14.15 <br />Gallons <br />Bed Design Summary <br />Total Lineal Feet <br />500 <br />Recommended Septic Tank Capacity: 1 <br />Designer Recommended Capacity: <br />8/25/20Date: <br />Soil Boring 2 <br />Type of High Level Alarm: <br />* Selection Required <br />Trench Gravity Distribution Pressure Distribution-Level <br />Registered Treatment Media:Drainfield Rock <br />Bed At-GradeMound <br />Drip Holding Tank Other <br />Pressure Distribution-Unlevel