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on OSTP Design Summary Worksheet UNIVERSITY <br /> Minnesota Agency OF MINNESOTA <br /> A9 Y <br /> Property Owner/Client:IMichael Theis Estate Project ID: v 03.19.15 <br /> Site Address: 1180 Town Line Road,Orono Hennepin County Date: 7/6/15 <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: 2-250-7 Gallons,in Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in Tanks or Compartments <br /> Effluent Screen: no Alarm: no <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 f Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons <br /> Pump 1 1 38.0 GPM Total Head 27,2 ft Pump 2GPM Total Head �ft <br /> Supply Pipe Dia. 2.00 in Dose Volume:=gal Supply Pipe Dia.E=in Dose Volume:==gat <br /> 2. SYSTEM TYPE <br /> * Trench Q Bed Q Mound O At-Grade 0 Gravity Distnbution 09 Pressure Distribution-Level O Pressure D`stritiution-Lh 1 <br /> ©Drip Q Holding Tank Other "Selection Required Benchmark Elevation: 100.00 ft <br /> Benchmark Location: top of threshold <br /> System Type Type of Distribution Media: <br /> 0 Type I ❑Type I l ❑Type 11l ❑Type IV E'Type V 2' Drainfield Rod` Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 20 in =ft B. Measured Land Slope%: 7.0 % <br /> C. Elevation of Limiting Layer:I 105.9 D. Soil Texture: Clay Loam <br /> E. Loc.of Restricive Elevation: F. Soil Hyd.Loading Rate: 0.45 GPD/ft' <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 10.0 MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Areaft` Sidewall Depthin Trench Widthft <br /> Total Lineal FeetNumber of Trenches Code Maximum Trench Depthin <br /> Contour Loading RateE==ft Designer's Max Trench DepthF—=in <br /> Bed Design Summary <br /> Absorption Areaftz Depth of sidewallin Code Maximum Bed Depthin <br /> Bed Width=ft Bed LengthE=ft Designer's Max Bed DepthE=in <br />