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OSTP Design Summary Worksheet UNIVERSITY <br /> MinnesotaPollutio� OF�INI�'ESOTA �`'^ ��'� <br /> Control Agency v�� - <br /> Property Owner/Client: Peter Rennebohn Project ID:�v 06.12.13 <br /> Site Address: 4565 Bayside Road,Orono,Hennepin County fLot 2)Existing house Future Site Date: 9/18/14 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimaied design f(ow is consfdered a peak f(ow rate <br /> tnduding a wfety foctor.For(ong term performance,the average <br /> B. Sepfic Tanks: daify flow is recommended to be<60%of Yhis value. <br /> Minimum Code Required Septic 7ank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in ��Tanks or Compartments <br /> Effluent Screen: No q�a�; 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:r <br /> D. Pump Tank 1 Capacity(Code Minimum):�Gallons Pump Tank 2 Capacity(Code Minimum�: �Gallons <br /> Pump Tank 1 Capacity(Designer Rec): �Galtons Pump Tank Z Capacity(Designer Rec): �Gallons <br /> Pump 1 GPM 7otal Head �ft Pump 2�GPM Total Head �ft <br /> Supply Pipe Dia.�in Dose Volume:�gal 5upply Pipe Dia.�in Dose Volume:�ga� <br /> 2. SYSTEM TYPE <br /> Type of Soil Treatment and Dispersal Area* <br /> C Trmcfi �Bed G Mound r Q Gravity D'atrbution �j Resure Distri�itim-Level �i Ressure DLstrtxitlon-Unlevel <br /> ^ory� Q Holding Tank �na�ade •Selection Required Benchmark Elevation: sea level ft <br /> eenchmark Location: Se[by others <br /> System Type Type of Distribution Media: <br /> (�:Type i �Type II n Type III '�.Type I V ,�':Type V 0 Drairfield Rocic [_]Registered Treatrnent Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer. 14 in 1.2 ft B. Measured Land Slope%: 9.0 % <br /> C. Elevation of Limiting Layer: 1018.0 D. Soil Teuture: Glay Loam <br /> E. L.oc.of Restricive Elevation: --� F. Soil Hyd. Loading Rate: 0.45 GPD/ft� <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Ra[e: 7.5 MPI <br /> I. Code Ahaximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersat Area�ftZ Sidewall Depth�in Trench Width�in <br /> Total Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate�f[ Designers Max Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�ft� Media Below Pipe�in Code Maximum Bed DepthC�in <br /> Bed Width�ft Bed Length�ft Designer's Max Bed Depth�in <br /> _ _ <br />