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Minnesota Pollution <br /> OSTP Design Summary Worksheet uNI�ERs�TY ��„� <br /> ControlAgency OF MINNESOTA „L�� <br /> Property Owner/Client: L A Kretchman 8 S D Grande Project ID:�v 06.12.13 <br /> Site Address: 2450 Countryside Drive. Date: 4/29/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 600 Gallons Per Day(GPD) Note: The estimoted design flow is considered o peok flow rate <br /> including a safety factor. For(ong term performance, the average <br /> B. Septic Tonks: dai(y f(ow 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 Gallons,in ��Tanks or Compartments <br /> Effluent Screen: No Alarm: No <br /> C. Holding Tanks On(y: <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):C�Gattons Pump Tonk 2 Capacity(Code Minimum): ��Gallons <br /> Pump Tonk 1 Capacity(Designer Rec): �Gallons Pump Tank 2 Capacity(Designer Rec): C�Gallons <br /> Pump 1 38.0 GPM Total Head 43.6 ft Pump 2C�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 /> Q Trrnch Q Bed �Q Mound r �Gravity Distrbutlon Q Ressure Distributbn-Level Q Ressure Distrlbutim-Unlevel <br /> �Drip Q Holding Tank Q a,t-�rade •Selection Required Benchmark Elevation: 100.0 �ft <br /> Benchmark Location: Top of iron <br /> System Type <br /> Type of Distribution Media: <br /> 0 Type I ❑Type I I ❑Type 111 �Type IV ❑Type V �Drainfeld Rak �Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 22 in 1.8 ft B. Measured Land Slope%: 3.0 % <br /> G. Elevation of Limiting Layer: 96.5 D. Soil Texture: Clay Loam <br /> E. Loc. of Restricive Elevation: F. Soil Hyd. Loading Rate: 0.45 �GPD/ftz <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 8.0 MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�ft2 Sidewall DepthC�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��ftz Media Below PiPe�in Code Maximum Bed Depth�in <br /> Bed WidthC�ft Bed Length�ft Designer's Max Bed Depth��in <br />