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OSTP Design Summary Worksheet UNIVERSITY ,�i�x �;�;,T <br /> Minnesota Pollution ?_e� ��: <br /> ControlAgency OF MINNESOTA ��:• ,_, y,Z,�� <br /> Property OwneNClient: Peter Rennebohm ;. ,�,.,; Project ID:C�v 06.12.13 <br /> Site Address: 4565 Bayside Road,Orono,Hennepin County Lot 1 F,�site Date: 9/23/14 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Ftow: 750 Gallons Per Day(GPD) Note: The estimated design flow ts considered a peak flow rate <br /> including a wfety factor.For long term perJormonce,the average <br /> B. Septic Tanks: daily j(ow is recommended to be<(,p�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 q��: 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 Atarm:�— <br /> D. Pump Tank 1 Capacity�Code Minimum):��Gallons Pump Tonk 2 Capacity(Code Minimum): �Gatlons <br /> Pump Tank 1 Capaciry(Designc�Rec): ��Gallons Pump Tank 2 Capacity(Designer Rec): C�Gallons <br /> Pump 1 GPM Total Head �_�ft Pump 2�GPM Total Head �]ft <br /> Supply Pipe Dia.�in Dose Volume:�gal Supply Pipe Dia.�in Dose Volume:�gal <br /> 2. SYSTEM IYPE <br /> Type of Soil Treatrr�ent and Dispersal Area' <br /> �j Trmdi 0 Bed �Mound r C Gravlry Dktrbutlon Q Reswe Dlseibutlon-L.evel 0 Resaue Dfstrbutlo�-Unievel <br /> �orip O rwidinq rank �At-Gade "Selection Required Benchmark Elevation: �ft <br /> Benchmark Location: <br /> System Type Type of Distribution Media: <br /> f"T e I T I I ❑T e I I I r'T e I V �' �'"�� ❑�n�ed rreaboent Me6a: <br /> . YP � YPe YP c_, YP ❑TYPe V <br /> 3. SITE EVALUATION: <br /> A. Depth to Limitir�Layer: 12 in 1.0 ft B. Measured Land Slope%: 6.0 % <br /> C. Etevation of Limiting Layer:�— 1019.0 � D. Soil Texture: Clay Loam —1 <br /> E. Loc.of Restrirne 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 /> 1. Code Maximum Depth of System: Mound in Commenu: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersat Area��n2 Sidewall Depth��n Trench Width <br /> �in <br /> Total Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth��in <br /> Contour Loading Rate�ft Designers Max Trench Depth�in <br /> Bed Design Summary <br /> Absorptlon Area��ftz Media Below Pipe��n Code Maximum Bed Depth�;� <br /> Bed Width�ft Bed Length�ft Designers Max Bed Depth�in <br /> _ <br />