Laserfiche WebLink
i?. <br /> OSTP Design Summary Worksheet UNIVERSITY <br /> Minnesota Pollution OF MINNESOTA <br /> Control Agency "t.",:.. <br /> Property Owner/Client: Jeff&Paula Bata Project ID: v 06.12.13 <br /> Site Address: 2360 Willow Hill Drive,Orono,Hennepin County Date: <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 600 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate <br /> including a safety factor.For long term performance, the average <br /> B. Septic Tanks: daily flow is recommended to be<60%of this value. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments <br /> Effluent Screen: No Alarm: No <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity:I 'Gallons,in I 'Tanks <br /> Designer Recommended Capacity: Gallons,in Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank 1 Capacity(Code Minimum): Gallons Pump Tank 2 Capacity(Code Minimum): Gallons <br /> Pump Tank I Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons <br /> Pump 1 29.0 GPM Total Head 24.1 ft Pump 2 GPM Total Head ft <br /> Supply Pipe Dia. 2.00 in Dose Volume: gal Supply Pipe Dia. in Dose Volume: gal <br /> 2. SYSTEM TYPE <br /> Type of Soil Treatment and Dispersal Area* <br /> [ Type Lit rs unbudar# <br /> Trench Q Bed Mormd r Q Gravity Distribution O Pressure DlstrlbtMm-Level Q Pressure DisstrbutIon-Unlevel <br /> 00 Drip Q Holding Tank 0 At-Grade "Selection Required Benchmark Elevation: 959.0 ft <br /> Benchmark Location: test hole#1 <br /> System Type Type of Distribution Media: <br /> ( Type I Type II t�Typo 111 l:`1 Type I V Type V E Drainfield Rock Li Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 24 in 2.0 ft B. Measured Land Slope%: 3.0 % <br /> C. Elevation of Limiting Layer: 958.9 D. Soil Texture: Loam <br /> E. Loc.of Restricive Elevation: F. Soil Hyd. Loading Rate: 0.60 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 1 3.0 (ft H. Perc Rate:r 3.0 'MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area ft2 Sidewall Depth in Trench Width in <br /> Total Lineal Feet ft Number of Trenches Code Maximum Trench Depth in <br /> Contour Loading Rate ft Designer's Max Trench Depth in <br /> Bed Design Summary <br /> Absorption Area ft2 Media Below Pipe in Code Maximum Bed Depth in <br /> Bed Width ft Bed Length ft Designer's Max Bed Depth' in <br />