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� , � i <br /> . ��-� OSTP Desi n Summa Worksheet UNIVERSITY <br /> Minnesota Pollutlon � � OF 1VIINNESOTA ,L�. <br /> Control Agency <br /> Property Owner/Cllent: Lot 3, Blk.�Sj�O�. �uQr� S�n,s Project ID:C�v 06.12.13 <br /> Site Address: That part of 300 6th Ave. N.,Orono,Hennepin County Date: 5/27/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design flow is considered a peok flow rate <br /> induding a safety factor.For long term performonce, the average <br /> B. Septic Tanks: dafly flow 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:�� 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):�Galtons 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 GPM Total Head �ft Pump 2�GPM Totat Head �ft <br /> Supply Pipe Dia.�in Dose Votume:�gal Supply Pipe Dia.��n Dose Volume:��a� <br /> 2. SYSTEM TYPE <br /> Type Of Soil Treatment end DlSpersal Area• <br /> Q Trench Q&d �Mound r O�avky Dtstrbudon Q� Press�re Disbltwtla�•Level �R'essure DlstrYwtlm-Unkvel <br /> O Drip Q Hdding Tank Q At-Grade "Select9on Required Benchmark Elevation: sea level ft <br /> Benchmark Location: topography map <br /> System Type Type of Distribution Media: <br /> � Dralnfleld Rock Istered TreatmeM Me�a: <br /> �Type I ❑Type I I ❑Type 11I �Type IV ❑Type V �� <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 20 in 1.7 ft B. Measured Land Slope%: 10.0 % <br /> C. Elevation of Limiting Layer: � D. Soil Texture: Ciay 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: MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMAAARY <br /> Trench Design Summary <br /> Dispersal Area��ft2 Sidewall Depth��in Trench Width��in <br /> Total Lineal FeetC�ft Number of TrenchesC] Code Maximum Trench Depth�in <br /> Contour Loading Rate�ft Designer's Max Trench Depth��in <br /> Bed Design Summary <br /> Absorption AreaC�ftz Media Below PiPe�in Code Maximum Bed Depth�in <br /> Bed WidthC�ft Bed LengthC�ft Designer's Max Bed Depth�in <br />