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MinnesotaPollution OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency OF MINNESOTA ��, <br /> Property Owner/Client: Swanson Homes Project ID:C�v 06.12.13 <br /> Site Address: Lot 14, Block 3 Lakeview of Orono Date: 11/4/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design F(ow: � 750 Gallons Per Day(GPD) Note: The estimated design flow is considered o peok flow rate <br /> including a sofety factor. For long term performonce, the average <br /> B. Septic Tonks: daily flow is recommended to be< 60%of this value. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in C�Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in ��Tanks or Compartments <br /> Effluent Screen: No Alarm: No <br /> C. Ho(ding Tanks Onl y: <br /> Minimum Coae Required Capacity:��Gatlons,in C�Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tonk 7 Capa:ity(Code Minimum):�Galtons Pump Tank 2 Capacity(Code Minimum): �Gallons <br /> Pump Tonk 1 Capacity(Designer Rec): ��Gallons Pump Tank 2 Capacity(Designer Rec): �Galtons <br /> Pump 1 36.0 ~GPM Total Head 19.6 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 /> Type of Soil Treatmenc and Dispersai area* Type of DisMbution* <br /> Q Trench Q 6ed QQ Mound �Gravity DkRbution Q Ressure Dlstribudon•Level Q Ressure Distrdwdm-Unlevel <br /> Q Drip Q Hoiding Tank �At-Grade "Selection Required Benchmark Elevation: sea level ft <br /> Benchmark Location: Set by E.V.S. <br /> System Type <br /> Type of Distribution Media: <br /> [j TYpe I ��Type Ii [�]Type III [j Type IV �Type V �Drainfield Rak ❑Registered TreaUnent Medla: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 14 in 1.2 ft B. Measured Land Slope%: 6.0 % <br /> C. Elevation of Limiting Layer.� D. Soil Texture: 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: 4.6 MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersai Area�ftz Sidewall Depth���n Trench Width��� <br /> Total Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth��� <br /> Contour Loadir�Rate��ft Designers Max Trench Depth��in <br /> Bed Design Summary <br /> Absorption Area��ft2 Media Below PiPe�in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Length��ft Designer's Max Bed Depth�_�in <br />