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, , „ . <br /> Minne����, OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency OF MINNESOTA `-� <br /> Property Owner/Client: Divine Custom Homes Projed ID:�v 07.14.15 <br /> Site Address: Lot 3,Block 2,Mooney Lake Preserve Date: 4/8/16 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated desiqn flow is considered a peak flow rate <br /> includtng o safery factor.For long term performance, the overage <br /> 6. Septic Tnnks: dai(y f(ow is recommended to be<60%of this value. <br /> Minimum Code Required Septic Tank Capacity: 2250 Galtons,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Effluent Screen:� Alarm:� <br /> C. Hotdinq 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 1 36.0 GPM Total Head t9.1 ft Pump 2�GPM Total Head �ft <br /> Suppty Pipe Dia. 2.00 in Dose Volume:��gal Supply Pipe Dia.�in Dose Volume:�gal <br /> 2. SYSTEM TYPE <br /> O Tre�ch Q Bed �Mound Q At-G2de Q Gravity Oistributlon Q Pressure DlStributlon-Level Q Pressure DfsMbufi�on-Unlevel <br /> Q Drip �Holding Tank Q other � *Selection Required Benchmark Elevation: Sea Level ft <br /> Benchmark Location: � <br /> System Type Type of Distribution Media: <br /> 0 Type I ❑Type I I ❑Type i l l ❑Type I V ❑Type V ❑� Dralnfield Rodc ❑Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 14 in 1,2 ft B. Measured Land Slope%: 10.0 % <br /> C. Elevation of Limiting Layer: 1007.8 D. Soil Texture: Clay Loam <br /> E. Loc.of Restricive Elevation: F, Soil Hyd. Loading Rate: 0.45 GPD/ft2 <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 SUMNIARY <br /> Trench Design Summary <br /> Dispersal Area�ftz Sidewall Depth�9n Trench Width�ft <br /> Total Lineal FeetUft Number of Trenches�� Code Maximum Trench DepthC�in <br /> Contour Loading Rate��ft Designer's Max Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�ftz Depth of sidewall��in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Length�_]ft Designer's Max Bed Depth�in <br />