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' � OSTP Design Summary Worksheet UNIVERSITY � 3 ?°�� <br /> Minnesota Pollution �f.��s -_ <br /> Control Agency OF MINNESOTA ��,�; <br /> Property Owner/Client: Eric Nelson Project ID:�v 06.12.13 <br /> Site Address: 3535 Christine Drive,Orono,Hennepin County Date: 9/17/14 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design F(ow: 750 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rnte <br /> including a safety factor.For long term performance,the average <br /> B. Septic Tanks: daity jlow 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 p�a�; No <br /> C. Hotding Tnnks Only: <br /> Minimum Code Required Capacity:��Gallons,in ��Tanks <br /> Designer Recommended Capaciry:��Gallons,in �Tanks <br /> Type of High Level Atarm: <br /> D. Pump Tank 1 Capacity(Code Minimum):��Galtons Pump Tank 2 Capacity(Code Minimum): ��Gallons <br /> Pump Tank 1 Capacity(Designer Rec): ��Gatlons Pump Tank 2 Capacity(Designer Rec): �_]Gallons <br /> Pump 1 36.0 GPM Total Head 13.0 ft Pump 2C�GPM Total Head ��ft <br /> Supply Pipe Dia. 2.00 in Dose Volume:��gat Supply Pipe Dia.�in Dose Votume:�ga� <br /> 2. SYSTEM TYPE <br /> Type of Sofl Treahne�lt etW Di5per581 Area' r <br /> Q T�mch ��d �Mand Q Gravity Distrbutlon Q R�mre DIStrQxrtbn-tevel Q Reswre Dlstrb�Rbn�Jnlevel <br /> Q Drip Q Hddmq rarnc O At-�a� `Selection Required Benchmark Elevation: 100.0 ft <br /> Benchmark Location: Garage stab <br /> System Type T <br /> ype of Distribution Media: <br /> �''Type I �Type I I ❑Type I I I ��Type 1 V �Type V 0��D�� ❑Registered Treatrnent Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 22 in 1.8 ft B. Measured Land Stope%: 3.0 % <br /> C. Elevation of Limiting Layer: 89,5 D. Soit Texture: Loam <br /> E. Loc.of Restricive Elevation: -� F. Soit Hyd.Loading Rate: 0.60 GPD/ft2 <br /> G. Minimum Required Separation: 363 in 30.3 ft H. Perc Rate: 2.7 MPI <br /> i. Code Maximum Depth of System: Mou�d in Comments: <br /> 4. DESIGN SUAAMARY <br /> Trench Design Summary <br /> Dispersal Area�ftz Sidewatl Depth��n Trench Width�in <br /> Total Lineal Feet�ft Number of Trenches�� Code Maximum Trench Depth�in <br /> Contour Loading Rate��ft Designers Max Trench DepthC�in <br /> 8ed Design Summary <br /> Absorption Area�ftz Media Below Pipe���n Code Maximum Bed Depth��9n <br /> Bed Width�ft Bed Length�ft Designer's Max Bed Depth�in <br />