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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 5.0 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:gpd/sqft ksat <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 />Type of High Level Alarm: <br />* Selection Required <br />beneath trench 5 <br />1000 <br />Recommended Septic Tank Capacity:1 <br />Designer Recommended Capacity: <br />4/25/17Date: <br />Gallons <br />Bed Design Summary <br />Total Lineal Feet <br />3 <br />OSTP Design Summary Worksheet <br />DESIGN FLOW AND TANKS <br />Property Owner/Client: <br />1 <br />225 <br />Craig Heimerl v 07.14.15 <br />Site Address: <br />1000Minimum Code Required Septic Tank Capacity: <br />1000 <br />Minimum Code Required Capacity: <br />1000 <br />Effluent Screen: <br />300 Big Island, Orono MN <br />Gallons, in <br />Gallons, in <br />Project ID: <br />N Y <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 />Code Maximum Bed Depth <br />Bed Length Designer's Max Bed Depth <br />Absorption Area <br />24 <br />400 <br />12.0 <br />DESIGN SUMMARY <br />7 <br />Depth of sidewall <br />Total Head <br />System Type <br /> 6.4 <br />Supply Pipe Dia.Supply Pipe Dia. <br />Total Head <br />Gallons <br />100.00 <br />5 <br />Trench Design Summary <br />Infiltrator Quick4 HC Chamber <br />56.0 <br />20.0 <br />60 <br />Dispersal Area <br />Number of Trenches136 <br />Top of Block, NW Corner of Shed <br />Sidewall Depth <br />Loc. of Restricive Elevation:0.45 <br />5.0 <br />5.1 <br />Trench Width <br />Clay Loam <br />Bed Width <br />Code Maximum Trench Depth <br />36 <br />24.0 <br />Code Maximum Depth of System: <br />24.0 <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