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WIN OSTP Design Summary Worksheet UNIVERSITY <br /> Agicy OF MINNESOTA <br /> Property Owner/Climt:JMkhael Theis Estate Project ID: v 03.19.15 <br /> Site Address:I 1180 Town Line Road,Oros Hennepin County Date: 8/10/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow. 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 Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gatlons,inTanks or Compartments <br /> Effluent Screen: Alarm: <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity: Gallons,in 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 1 Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons <br /> Pump 11 38.0 IGPM Total Head 30.4 ft Pump 2GPM Total Head ft <br /> Supply Pipe Dia. 2.00 in Dose VoWm:E:::=gal Supply Pipe Dia.[=in Dose Volume:E=pt <br /> 2. SYSTEM TYPE <br /> O Tom, ONO ®i u ra O At-C a O Graft Dbhlbullm ®vremn DWhAm-Level O Pure o Mw uro,l <br /> O Dro O HoWV T+* O O&W 'Selection Required Benchmark Elevation: 100.00 ft <br /> Benchmark Location: top of threshold <br /> System Type Type of Distribution Media: <br /> ®Type I ❑Type li ❑Type III ❑Type IV ❑Type V OrMWAM Rode Reogered TwWw t Medea. <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 18 in 1.S ft B. Measured Land Slope%: 4.0 % <br /> C. Elevation of Limiting Layer:I 107.5 D. Soil Texture: Clay Loam <br /> E. Loc.of Restrictve Elevation: F. Soil Hyd.Loading Rate:1 0.45 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 6.0 MPI <br /> I. Code Maximum Depth of System: E�in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area1ft2 Sidewall Depthin Trench Widthft <br /> Total Lineal Feetft Number of Trenches Code Maximum Trench Depthin <br /> Contour Loading RateE�ft Designer's Max Trench DepthE==in <br /> Bed Design Summary <br /> Absorption Areaft2 Depth of sidewallin Code Maximum Bed Depthin <br /> Bed WidthE=ft Bed Length=— ft Designer's Max Bed Depth=in <br />